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HomeMy WebLinkAbout3647 Crawley Down Lp 17-3543; NEW SFH (2)COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100001 BUILDING APPLICATION #: 18-10000113 BUILDING PERMIT NUMBER: 18-10000113 UNIT ADDRESS: CRAWLEY DOWN LP 3647 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: DATE: February 06, 2018 17-20-31-5VC-0000-0560 PARCEL: TRACT: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: NVR INC. DBA RYAN HOMES ADDRESS: 4307 VINELAND RD H-20 ORLANDO FL 32811 LAND USE: KENSINGTON RESERVE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3647 CRAWLEY DOWN LOOP/ KENSINGTON RESERVE LOT 56 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 ROADS -COLLECTORS N/A Single Family Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit 54.00 SCHOOLS Single Family CO -WIDE ORD Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS N/A 00 LAW ENFORCE N/A DRAINAGE N/A 00 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE THIS INSTRUMENT PREPARED BY: Name: NVR Inc. dba Ryan Homes Address: 4307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: 17-3543 Parcel ID Number: 17-20-31-5VC-0000-0560 r:.:r-ilsiHJ ^r ai t c: . iUNT'. C:[_i:FtF. riF C:1:5.C'U1:1' COIJR1' & COrIPTROLLER. I.t', ...X. LV" t.:l l'- b... CLERK'S u 2018015392 E 1:: `3 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 # 56 of Kensington Reserve 3647 Crawley Down Loop 2. 5 GENERAL DESCRIPTION OF IMPROVEMENT: Construction of Single Family Home Residential 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 5. SURETY (If applicable, a copy of the payment bond is attached): Name: NA Address: Amount of Bond: 6. LENDER: Name: Phone Number: Address: 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 4307 Vineland Rd Suite H-20. Orlando FL 32811 8. In addition, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. U____ Dayna Whitson Assistant Secretary Signs a of Owner or Lessee, or Owner's or Lessee's (Print Name and Provide Signatory's Title/Office) Authorized Officer/Director/Partner/Manager) State of Florida County of Orange I , The foregoing instrument was acknowledged before me this _ day of , 20 18 r by Dayna Whitson Who is personally known to me [X OR Name of person making statement who has produced identification type of identification produced: TRA.C` LEIGH MCDOfdrLD NIY COMMISSION # FF925012 . F ; EXP,r-Es Octube,C(W.Tirdi.9 C PY GRANT IMAI, cur sCs-o'53 F>aridariow yS,)r,;r4urOF TF 'cVeCUIT LOUR I Notary Signature REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: Z. b Project Name: Kensington Reserve Project Address 7j b ( r Dd c,n G Building Permit #: 3i C J I J Y3 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 AHJ). 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. S. 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 Owner/Ten Signature of ner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: i CALLED INTO: Rev. 02/10/15) 1 Robert Lattanzi - Ryan Homes Print Nam of 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 # Progress Energy Florida Power and Light on V J CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATIONr.A, Application No: l 3S Documented Construction Value: $ Job Address: 3647 Crawley Down Loop Historic District: Yes No X Parcel ID: 17-20-31-5VC-0000-0560 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 Phone: 407-692-9820 Fax: Name NVR INC. dba Ryan Homes Street: 4307 Vineland Rd #H20 City, State Zip: Orlando FL 32811 Name NVR, Inc, dba Ryan Homes Street: 4307 Vineland Rd # H-20 City, State Zip: Orlando FL 32811 Title: Production Admin Email: votero@nvrinc.com Property Owner Information Phone: 407-692-9820 Resident of property? : 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. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done i compliance with all applicable laws regulating construction and zoning. 11 /29/17 11 /29/17 Signature of Owner/ gent Date Signatu A.fcontactor/Agent Date Vicky Otero Print Owner/Agent's Name 1112t(11 Signature of Notary -State of Florida Date oti ky Puee MEAGAN LYNNE FOWLER a ' * MY COMMISSION # GG 063253 o< EXPIRES: January 17.2021 Fof F 0 Bonded Thru Budget Notary Services Owner/Agent is X Personally Known to Me or Produced ID Type of ID Vicky Otero PrinttCContractor/Agent's Name 6 (11211-11 Signature of Notary -State of Florida Date olra!' Pue MEAGAN LYNNE FOWLER 4* MY COMMISSION # GG 063253 o< EXPIRES: January 17, 2021 o cc Bonded Thru Budget Notary Services Contractor/ Agent is x_ Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building O Electrical C Mechanical[id Plumbing0 Gas[] Roof Construction Type: N16 Occupancy Use: 23 Flood Zone: (-Sc'EH t'DTotal Sq Ft of Bldg: Z.S FS k Min. Occupancy Load: 15 # of Stories: - New Construction: Electric - # of Amps S0 Plumbing - # of Fixtures 119 Fire Sprinkler Permit: Yes No of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: 18,64111 UTILITIES: COMMENTS: ENGINEERING: dA'cL FIRE: Ok to construct single family home with setbacks and impervious area shown on plan.1g1 se/o I(q Q gcc e \6H , G--p- WASTE WATER: BUILDING: 5r i_Z-ig Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 0-- Documented Construction Value: $ 81.954.00 Job Address: 3647 Crawley Down Loop Parcel ID: 17-20-31-5VC-0000-0560 Type of Work: NewEx] Addition Alteration Description of Work: New Single Family Residence Plan Review Contact Person: Vicky Otero Phone: 407-692-9820 Fax: Historic District: Yes No Residential X Commercial Repair Demo Change of Use Move Title: Production Admin 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 Street: 4307 Vineland Rd # H-20 City, State Zip: Orlando FL 32811 Phone: 407-692-9820 Fax: 407-692-9821 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 Bonding Company: N/A Address: 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. 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°i 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 i compliance with all applicable laws regulating construction and zoning. 11/29/17 11/29/17 Signature of Owner/ gent Date Signatu of Contractor/Agent Date Vicky Otero Print Owner/Agent's Name 11(291t1 Signature of Notary -State of Florida Date sky Puee MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 EXPIRES: January 17.2021 j11'1 OF e° Bonded Thru Budget Notary Services Vicky Otero Print Contractor/Agent's Name t112`j 111 Signature of Notary -State of Florida Date GORY Pu,%, MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 0* o< EXPIRES: January 17, 2021 Foe Bonded Thru 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 # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: 131Z " WASTEWATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application C .ii %0-4 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: 3647 Crawley Down Loop Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-0560 Phone Number: 407.692.9820 Email: votero@nvrinc.com The reason for the flood plain determination is: 0 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) r? OFF C/kL+ wr ian C"',-lIG ffiII ur ifiuk *vet -°emu "'tt"" F USE ONLYAm = _ 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 0 The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 17-3543 Reviewed by: Michael Cash, CFM Date: December 11, 2017 0 Application for Paved Driveway, Sidewalk or WalkwayIncluding Right -of -Way Use & 9 9 Y Fv18 ;D' Landscaping in Right -of -Way www.sanfordfl.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 e jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Knew whars below. size and location of the existing right—of-way and use shall be provided or application could be delayed. Call before you dig. 1. Project Location/Address: 3647 Crawley Down Loop, Sanford, FL 32773 2. Proposed Activity: X Driveway F Walkway 3. Schedule of Work: Start Date 4. Brief Description of Work: Completion Date Construction of New Single Family Home This application is u mitted by: Property Owner: Signature: Address: 4307 Vineland Rd #H-20 Orlando, FL 32811 Other: Print Name: Vicky Otero Emergency Repairs Phone: (407) 692-9850 Fax: 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 Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read Signature: Pre -pour Inspection by: Application No: _ Reviewed: Public Works above statement and by signing this application I agree to its terms. Date: 11 /29/2017 This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Date: Official Use Only Fee: Date: Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Date: Date: Date: t z - l t - zo "I Date: November2015 ROW Use Driveway. pdf LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: l t 7 4 1 ^I 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 Street Address) Expiration Date for This Limited Power of Attorney License Holder Name: Robert Lattanzi State License Number: CBC1257565 Signature of License Holder: STATE OF FLORIDA COUNTY OF Orange 0 May 20,2018 The foregoing instrument was acknowledged before me this 200 17 , by Robert Lattanzi to me or who has produced identification and who did (did not) take an oath. Notary Seal) o1rRY PLe C MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 N o EXPIRES; January 17, 2021 j9rFOF F4- Qe aonded ihru Budget Notary Services Rev. 08.12) Signature day of di v • , who is personally known ML=66" rVwl.e-R Print or type name Notary Public - State of Commission No. My Commission Expires: as SCPA Parcel View: 17-20-31-5VC-0000-0560 Page 1 of 2 Property Record Card Parcel: 17-20-31-5VC-0000-0560 Owner: BRISSON WEST PROJECT I LLC Property Address: 3647 CRAWLEY DOWN LOOP SANFORD, FL 32773 I Parcel Information I I Value Summary Parcel 17-20-31-5VC-0000-0560 Owner BRISSON WEST PROJECT 1 LLC Property Address 3647 CRAWLEY DOWN LOOP SANFORD, FL 32773 Mailing 10100 INNOVATION DR STE 410 DAYTON, OH 45342 Subdivision Name KENSINGTON RESERVE Tax District S1-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions 2018 Working 2017 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings _— 0 — 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) Land 14,000 — 14,000 - Value Ag Just/Market Value " — 14,000 14,000 _ Y Portability Adj v Save Our Homes Adj 0 0 "- 0 0 _ -- Amendment 1 Adj — v P&G Adj - 0 -- 0 ----- -- Assessed Value— 14,000 14,000 Tax Amount without SOH: $266.58 2017 Tax Bill Amount $266.58 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 56 KENSINGTON RESERVE PB 81 PGS 86-92 I Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund—® Schools 14,000 14,000 0 0 14,000 14,000 City Sanford 14,000 14,000 0 0 14,000 14,000SJWM(Saint Johns Water Management) County Bonds —'--' 14,000 I $0 14,000 Sales Description Date Book Page Amount Qualified Vac/Imp No Sales Flnd Comparable Sales I Land Method Frontage Depth Units Units Price Land Value LOT 1 $14,000.00 $14,000 Building Information t Permits Permit # Description Agency Amount CO Date Permit Date No Permits http: / /parceldetail.scpaft.org/Parce[Detaitinfo.aspx?PID=1720315VC00000560 11 /28/2017 SQ-FT. CALC.'S LIVING 2034 SQ. FT. GARAGE 429 SQ. FT. ENTRY 30 SQ. FT. LANAI SS SQ. FT. TOTAL 2581 SQ. FT. COAPONEN T AM CLAMM WW LOADS BASIC WO EXPOSLM FOR 8 SECOIO QUM CALL fIDEBIGIIIIINTION i ZONE WHI WIND l 1T 1 112 0' Im' 64' 5 24.9/ -3VJ5 2 71 3080 DR 40' 96' 4 21E0/ -3070 3 it W/ I/12R'ID ABV 36' ba' 5 284I/ -3131 3A Il W/ 1214R1D. ACV 5' 66' 5 28AI/ -3131 3B 11 25-SH EGRESS 38' 60' 4 28.41/ -309 4 Il 2C-GRE55 38' 60' 4 28.41/ -30.9 5 11 25-SW 38' 60' 5 28.4V -3131 6 ll 25-514 38' 60, 4 28AI/ -30.9 1 48 6080-5GD. 13j' 96' 5 3L13/ -400 8 it 25-SN W. 60' 4 28AI/ -30.9 9 _ it 25-64 38' 60' 4 28AI/ -30.5 10 Il E25-SPaRESS 38' 60' 4 28AI/ -30.9 II tl 25-SH EGRES12 38' 60' 5 28.4V -3131 10 2TE P 38' 36' 4 29AW -302 12A 10 IH4-SH 28' 48' 4 2843/ -3L92 13 Il E25-S" 38' 60' 4 28.4V -30.9 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VOLT. ISO / VASD•116 MPH B. NTER7AL PRESSLAE COEFFICENT-. JS C. RI5K CATEGORY.TYPE II D. EA-05URE CATEGORY C NOTE VAL4E5 FOR GO 11"ON NIF5 f CLADDING PRESSURE ARE BASED ON THE wit DE5GN WIND SPEED. FCGR STI4 ED. (2014) ALLOWS THESE PR.55URE5 TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANIFACTIYERS. EXTERIOR MASCNRY NOTE: PRIOR TO DRYWALL WALL BRG, HEIGHTS INSTALLATION ON ALL FRA)'TINCs MEMBERS 2'-0' FROM THE FINISH FLOOR WLL BE SPRAYED AND TREATED W/ 'BORATE' A TERMITE V-4'; BRG. TREATMENT SPRAY BRG. LOAD BRCa. WALL 52 3j' 6 q' 1 m A CABINET SECTION I Iio f 0 1 ARCH DETAIL DCLTOP PLATE 2x4WORD FIi.N'1f17 W' O.G. 2 ARCH DETAIL a 9 m i6 ARCH DETAIL i0 i0 Y 0 ARCH DETAIL P 40'-0' 14 1 9 b 4'-4- 3'-10' 8'-0' SCREEN 8 O O IIENCLOSED 25-SS 25-5H25-5H LANAI 1 I EGRESS EGtZr55 II'-0'x8'-0' v KaI9'-4' GLG. 11j 3'_I0• 4'-6r 14'-10' 14'-2' I I GREAT RM. OITNER'S SUTfE25-54 25-S4 m TEMP CLG, DTNETTE I V-4' CLG. I I I g_1• S'-5' I 12'-4' 3'-10' 6'-0" 4'-4' EITCHEN II'-O'xl3'-4' I I m O 42'xb0IIII0 9'-4' CLG. W z L Ir 0 I I g,-4' 9 TUB 0 O A 3_ IR-I514 DININGDINTG V-4' CLG- I 5'_8• m 4'-10' 1,_10 I S--2. 4'-2• I'_4• w PAN. W.I.C. I42' HIGH OPi. 1 WALL I m e 8'-2'x5'-11' 1 9'-d' CLG. Oct. 4-ems{ O ml eItJ0I HDIHDRM.#4 I= i0 8._10 AV. I 2'-0' s a',as'-o' I e BDRM.0310'-m'x1m'_m. 9 m i9 v 10'-O'xl2'_8• wt 10'-I0' 2'-4' 2 - I BF. m c O PANEL ARC C LA u 6'=' 2 4 V I I e 3 v O 9'-4' GLcz CF. I Y 1 1 v r 36-#MV l f9`4' I ATTIC I LACCE55 TUB 4-SH ARCH m FOYER 2-CAR GARAGE O 19'-8'xGARA 5-0 TILE) 9'-4' CLG. BF. 0' 0 0' 3'-10, 3'-6" I0' 1,-4. BDRM•#2 2 1.-- 9'-4' e 24-514 0Y } 24-SH W/ 3A RdD. ABV. A5V. O v 5& t18Y STONE NEERRO. n u'e Ol.b ARGH 16'-0'xl'-0' OJ-I.(1 S'-0' 14'-0' 21'-0' 40'-0' FLOOR PLAN — ELEV. ')F" I2 S mE nW 42' NIGH WALL W/ GLASS ABV. x QA wL tCOND% 48. B V 6TONEVENEER A R C X I T E C T f GrDesign I- Sbai N. RONALD REAGAN BLVO. LONGW000, FL 32]50 PH: 40]-]]4-G0]8 FAX40]- 7]43079 w w.abtlesigngroup.cam wAAx: oaa zs 0 F a h A Q F 4 svHaiv ac ]CAT: KENSINGTON RESERVE LOT # 56) 1[ ODE1Cc SEAGATE VERSION# 04) PROJECT/ p: 2997. 000 PAGE: FLOOR PLAN ARCHTECT• STATE OF FLOMA JAIYE9 CANTWBL AR NO 12079 DATE: 11/7 /17 SHEET 2 OF 6 19'-0' BLDG. HT,L SHINGLES TYP) 12 Mimi i . - - - - - - - - - c • - - ER5 HT. i Qiiii?-Mimic NEW IEEE ATTIC VENT CALCS ATTIC 2MISQ.FT.. VENTILATION AREA REQUIRED (1/300) 60 SQ.FT. D VENTILATION AREA (8.60 x 144) LZ8.9 SQ.IR UIRED VENTILATION IN UPPER619A OF ATTIC (0.* x 1,238.9) CEM SQ.IN VENTILATION AREA 115 SQ.9L/YFJR ENT VENTI ATION PER LF 11.74 SQ]R/IF OF VENTS REQUIRED 5.39 OF VENTS PROVIDED 6 REQUIRED SQIN VENTILATION IN TOP 1 33 OF ROOF 619 SQ.IN. ftEQUD2ED LF OF SOFFIT VENTDATION 53 LF 1'-0' 0'-0' FIN. FLR I F_— FIN- FLRI - OF-F RAISED BAND STONE STONE TYP.) `Z VENEER FRONT ELEVATION VENEER TEXTURE CER(A5TUSCOATINGPER (ASTM C926) (TYP.) SCALE I/4 =I'-O' ELEVATION F RAISED BAND TYP.) FYPON BRACKET: EiKT-xllx3 31 J BRACKET DETAIL 1 5CALE:3/4'=I'-O' TEXTURED CEFTENTIOU5 COATING PER (ASTM C926) TYP. STONE VENEER r 4 9 I I BANDING DETAIL SCALE: 3/4'=V O' yy-, -- 6' WIDE RAISED BAND (TYP.) TEXTURED GEMENTIOUS COATING PER ASTM C926) TYP.II HL- 2 I J I DETAIL E: 3/ 4'=l'-O' v 14'- O' BRG. PT_-ENTRT I S 71 MD F[711 11 1: 11A F] TEXTURED PEREA5TTFTC z6AT'" G REAR ELEVATION TYP.) SCALE 1/4 =1'-O' ELEVATION F 5 OFF - RIDGE VENT OFF -RIDGE VENT OFF -RIDGE VENT 11 ---- ---------------- ------- - 0 0 p —. TEXTURED CEMENTITIOUS TEXTURED CEMENTITIOUS STONE COATING PER ( ASTM C326) LEFT ELEVATION COATING PER (ASTM 0926) VENEER TYPJ (TYP.) SCALE 1/4 : I'-0' ELEVATION F OFF -RIDGE VENT OFF -RIDGE VENT OFF -RIDGE VENT ERG. HT. 0'- O' FIN. FLR HT.aENTRY W/ 16' HEEL PT. v e 0'- 0' FIN. FLR W/ 16, HEEL HT. - - 9 v 0'- 0' FIN. FLR _ _ _ - - 0'-O' FIN. FLR STONE TEXTURED CEMENTITIOUS VENEER COATING PER ( ASTM G926) RIGHT ELEVATION TEXTURED CEMENTC926) TYP.) COATING PER CASTM Cffi6) TYP.) SCALE I/ 4 = I'-0' ELEVATION F A R C N IT E C T i 6 Grou l Ign 1441 N. RONALO REAGAN &W. LONG WOOD, FL32750 PH: 407-7140078 FAX:407-]]4- 00]8 ww 1.lbd. 11[n4muV. AA N: 0003325of SU=rvV 8k LOT: KENSINGTON RESERVE LOT # 56) MODEL' SEAGATE VERSION# 04) PROJECT#: 2997.000 PAGE: ELEVATIONS ARCFlrrECT STATE OF FLORDA 1 JAMES CANTWELL AR NO 12079 DATE: 11 /7 / 17 SHEET 1 OF 6 REQUIRED INSPECTION SEQUENCE RYAN HOMES SFR-DETACHED Permit # 1-1 _ 3 LA3 Address: 3cLA-1 [' o1,.,.)Lf -4 BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Prepour 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 7W 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 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final my . , PLUIVIBING=PERIVIIT Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT k Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method DI/yCProjectName: Lot56KensingtonReserveSeagateFDRE Builder Name: RYAN HOMES Street: 3647 CRAWLEY DOWN LOOP Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32773 Permit Number: q 7 _ 3 5 4 3 F0RDOwner: SA Jurisdiction: 6 50DesignLocation: FL, Orlando County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (1936.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1614.70 ft2 b. Frame - Wood, Adjacent R=13.0 322.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (2048.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 2048.00 ft2 6. Conditioned floor area above grade (ft2) 2034 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(238.2 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 406.8 a. U-Factor: Dbl, U=0.54 190.24 ft2 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.62 48.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 34.8 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 32.6 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 4.303 ft. Area Weighted Average SHGC: 0.298 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2034.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 '2034.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Total Proposed Modified Loads: 56.38 Glass/Floor Area: 0.117 PASS Total Baseline Loads: 58.70 f1 7 I hereby certify that the plans and sp ifications covered by Review of the plans and IftE S?q7 this calculation are in compliance the Florida Energy specifications covered by this ti -p Code. calculation indicates compliance with the Florida Energy Code. s N PREPARED BY: ` ` T- Before construction is completed u DATE: 11--30-17 Scott Pratt this building will be inspected for t compliance with Section 553.908 t hereby certify that this buildi s esi ed, is in compliance Florida Statutes. C with the Florida Energy Code. fjDWE OWNER/AGENT: Z, BUILDING OFFICIAL: a DATE: DATE: Z•% 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 7.0 ACH50 (R402.4.1.2). 11/30/2017 11:48 AM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: Building Type: Owner: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot56KensingtonReserveSea Bedrooms: 3 User Conditioned Area: 2034 Total Stories: 1 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: Lot # Block/SubDivision: PlatBook: Street: County: City, State, Zip: Street Address 56 KENSINGTON RESE 3647 CRAWLEY DOW Seminole SANFORD , FL , 32773 CLIMATE v 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 2034 18916.2 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2034 18916.2 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 173.5 ft 0 2034 ft' 0.34 0 0.66 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Gable or Shed Composition shingles 2275 ft2 510 ftz Medium 0.85 N 0.85 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2034 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 38 Blown 2048 ftZ 0.11 Wood 11/30/2017 11:48 AM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 WALLS Adjacent Cavity Width Height Sheathing Framing Solar BelowoOrntToWallTypeSpaceRA1,11-1p Et In Et In Area RAIA11le Fraction Ahcnr_ 1 E Exterior Concrete Block - Int Insul Main 4.1 4 7 - 9 4 42.8 ft2 0 0 0.6 0 2 E Exterior Concrete Block - Int Insul Main 4.1 14 5 9 4 134.6 ft2 0 0 0.6 0 3 N Exterior Concrete Block - Int Insul Main 4.1 28 2 9 4 262.9 ft2 0 0 0.6 0 4 N Exterior Concrete Block - Int Insul Main 4.1 15 4 9 4 143.1 ft2 0 0 0.6 0 5 N Exterior Concrete Block - Int Insul Main 4.1 6 10 9 4 63.8 ft2 0 0 0.6 0 6 W Exterior Concrete Block - Int Insul Main 4.1 14 11 9 4 139.2 ft2 0 0 0.6 0 7 W Exterior Concrete Block - Int Insul Main 4.1 10 11 9 4 101.9 ft2 0 0 0.6 0 8 W Exterior Concrete Block - Int Insul Main 4.1 13 11 9 4 129.9 ft2 0 0 0.6 0 9 S Exterior Concrete Block - Int Insul Main 4.1 20 3 9 4 189.0 ft2 0 0 0.6 0 10 S Exterior Concrete Block - Int Insul Main 4.1 9 3 9 4 86.3 ft2 0 0 0.6 0 11 S Exterior Concrete Block - Int Insul Main 4.1 17 3 9 4 161.0 ft2 0 0 0.6 0 12 S Exterior Concrete Block - Int Insul Main 4.1 17 2 9 4 160.2 ft2 0 0 0.6 0 13 Garage Frame - Wood Main 13 34 6 9 4 322.0 ft2 0 0.23 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Insulated Main None 25 3 8 24 ft2 2 Wood Main None 25 2 8 16 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 E 2 Metal Low-E Double Yes 0.54 0.31 18.1 ft2 1 ft 0 in 3 ft 10 in Drapes/blinds Exterior 5 2 N 3 Metal Low-E Double Yes 0.54 0.31 16.2 ft2 1 ft 0 in 2 ft 2 in None Exterior 5 3 N 4 Metal Low-E Double Yes 0.54 0.31 9.0 ft2 1 ft 0 in 2 ft 2 in Drapes/blinds Exterior 5 4 W 6 Metal Low-E Double Yes 0.54 0.31 32.4 ft2 1 ft 0 in 2 ft 2 in None Exterior 5 5 W 7 Metal Low-E Double Yes 0.54 0.31 32.4 ft2 9 ft 0 in 0 ft 2 in None Exterior 5 6 W 8 Metal Low-E Double Yes 0.54 0.31 32.4 ft2 1 ft 0 in 2 ft 2 in None Exterior 5 7 S 9 Metal Low-E Double Yes 0.54 0.31 32.4 ft2 1 ft 0 in 2 ft 2 in Drapes/blinds Exterior 5 8 S 10 Metal Low-E Double Yes 0.62 0.25 48.0 ft2 12 ft 0 in 0 ft 2 in None Exterior 5 9 N 4 Metal Low-E Double Yes 0.54 0.31 9.8 ft2 1 ft 0 in 2 ft 2 in Drapes/blinds Exterior 5 10 E 2 Metal Low-E Double Yes 0.54 0.31 7.7 ft2 1 ft 0 in 2 ft 2 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 429 ft2 429 ft2 78 ft 9.3 ft 1 11/30/2017 11:48 AM EnergyGaugeO USA - v5.1 - Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000414 2206.9 121.16 227.85 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.5 32.6 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 34.8 kBtu/hr 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 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft2 DUCTS Supply --- V # Location R-Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT QN RLF HVAC # Heat Cool 1 Attic 6 406.8 ft Main 101.7 ft Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y CoolingJan Feb Mar HeatinJan HFeb Pq Mar Ventin Jan Feb X Mar Ceiling Fans: Jul rj Aug Se [ fAPrIjMaYJunJulAuSep [ Apr Ma rl Jun rl X] ArMayJunJulAugSe [ Oct Nov OctHNov Oct Nov Dec Dec Dec 11/ 30/ 2017 11: 48 AM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 Thermostat Schedule: Schedule Type HERS 2006 Reference 1 2 3 4 5 Hours 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) 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 11:48 AM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL` DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 96 The lower the EnergyPerformance Index, the more efficient the home. 3647 CRAWLEY DOWN LOOP, SANFORD, FL, 32773 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1614.70 ft2 b. Frame - Wood, Adjacent R=13.0 322.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 2048.00 ft2 6. Conditioned floor area (ft2) 2034 b. N/A R= ft2 c. N/A R= ft2 7. Windows- Description Area 11. Ducts R ft a. U-Factor: Dbl, U=0.54 190.24 ft2 a. Sup: Attic, Ret: Main, AH: Main 6 406.8 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.62 48.00 ft2 SHGC: SHGC=0.25 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 34.8 SEER:15.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 32.6 HSPF:8.50 Area Weighted Average Overhang Depth: 4.303 ft. Area Weighted Average SHGC: 0.298 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 2034.00 ft2EF: a. Electric 0.95 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code comoliarit,features. Builder Signature: > Date: 11/30/17 Address of New Home: 364 CRAWLEY DOWN LOOP City/FL Zip: 32773 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 11:48 AM 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: 3647 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 IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing (Mandatory)ll ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either 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 cfm (113 L/min) 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 L/min) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 L/min) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: 1. 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 11:48 AM 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). O R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. O R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. p R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 11/30/2017 11:48 AM 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: Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 11/30/2017 11:48 AM 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: Lot56Kensington ReserveSeagateFDRE Builder Name: RYAN HOMES Street: 3647 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 11:48 AM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 For: RYAN HOMES 3647 CRAWLEY DOWN LOOP, SANFORD, FL32773 Design Conditions Outdoor design DB: 92.5°F Sensible gain: 29144 Btuh Entering coil DB: 77.4'F Outdoor design WB: 76.2'F Latent gain: 5756 Btuh Entering coil WB: 64.1'F Indoor design DB: 75.0°F Total gain: 34899 Btuh Indoor RH: 50% Estimated airflow: 1160 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140361K+ASPT47D14A Actual airflow: 1160 cfm Sensible capacity: 29306 Btuh 101% of load Latent capacity: 5859 Btuh 102% of load Total capacity: 35165 Btuh 101% of load SHR: 83% as III IIIe • - e Design Conditions Outdoor design DB: 42.30F Heat loss: 28614 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140361K+ASPT47D14A Actual airflow: 1160 cfm Output capacity: 32094 Btuh 112% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1160 cfm Output capacity: 7.9 kW 94% of load Temp. rise: 50 OF Meets are all requirements of ACCA Manual S. Entering coil DB: 68.0°F Capacity balance: 38 OF Economic balance: -99 OF 2017-Nov-09 08:22:35 rF wrightsoft' Right- Suite® Universal 2017 17.0.23 RSU23828 Page 1 ACCP.... agaleFDRE\Lot56KensingtonReserveSeagateFDRE.rup Calc = MJ8 Front Door faces: E Component Constructions Job: Lot56KensingtonReserv... wrightsoft® p Date: 09-12-11 Entire House By: VMT DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM FORM Nro ect lntormat>lon ._. a:;y, w. ... For: RYAN HOMES DOWN LOOP, SANFORD, MEMMIMEM 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 (IF) 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 ft' Btuh/ft- T ft-°FBtuh Btuh/ft Btu BtuhV Btu Walls 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum n 455 0.201 0 5.57 2533 4.37 1989 board int fnsh a 98 0.201 0 5.57 546 4.37 429 s 536 0.201 0 5.57 2982 4.37 2342 w 276 0.201 0 5.57 1538 4.37 1208 all 1365 0.201 0 5.57 7600 4.37 5967 Partitions 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int 304 0.091 13.0 2.52 767 1.45 441 fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (4.17 ft window ht, 2.17 ft sep.); 6.67 ft head ht e all 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 s ft overhang (5.25 ft window ht, 2.17 ft sep.); 6.67 ft head ht w all 213-2fm: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (3.17 ft window ht, 2.17 ft sep.); 6.67 ft head ht 2B-2fm: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, e 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (1.25 ft window ht, 2.17 It sep.); 6.67 ft head ht 2B-2fm: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, e 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (4.17 ft window ht, 2.17 ft sep.); 6.67 ft head ht 2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, s 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.25); 12 ft overhang (8 ft window ht, 0.33 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 9 ft overhang (5.25 ft window ht, 0.33 ft sep.); 6.67 ft head ht 9 0.540 0 15.0 135 14.1 127 26 0.540 0 15.0 384 33.9 870 35 0.540 0 15.0 519 28.7 997 16 0.540 0 15.0 242 14.1 228 32 0.540 0 15.0 484 14.7 475 65 0.540 0 15.0 969 33.9 2192 113 0.540 0 15.0 1695 25.6 2896 10 0.540 0 15.0 146 15.9 156 8 0.540 0 15.0 115 39.2 302 26 0.540 0 15.0 384 39.2 1008 48 0.620 0 17.2 824 16.1 772 32 0.540 0 15.0 484 15.9 516 2017-Nov-09 08:22:35 wrightsoft"` Right-Suite(E)Universal 2017 17.0.23 RSU23828 Page 1 Z/4 a...agaleFDRE\Lot56KensingtonReserveSeagateFDRE.rup Calc = MJ8 Front Door faces: E Doors 11 DO: Door, wd sc type Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" gypsum board int fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth e 20 0.390 0 10.8 217 12.0 242 n 18 0.390 0 10.8 193 12.0 215 all 38 0.390 0 10.8 410 12.0 457 2076 0.026 38.0 0.72 1495 1.41 2933 178 0.989 0 27.4 4863 0 0 2017-Nov-09 08:22:35 wrightsoft" Right -Suite® Universal 2017 17.0.23 RSU23828 Page 2 ACCk...agaleFDRE\Lot56KensingtonReserveSeagateFDRE.rup Calc = MJ8 Front Door faces: E For: RYAN HOMES 3647 CRAWLEY DOWN LOOP, SAN FORD, FL32773 Notes: LS by A. 09.01.2015 Desi' n slnfo'rrnatl<on % rat 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 Sensible Cooling Equipment Load Sizing Structure 22440 Btuh Structure 21700 Btuh Ducts 4312 Btuh Ducts 6267 Btuh Central vent (61 cfm) 1863 Btuh Central vent (61 cfm) 1177 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 28614 Btuh Use manufacturer's data y Rate/swing multiplier Equipment load 1.00 29144 BtuhInfiltrationsensible Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2602 Btuh Ducts 1250 Btuh Central vent (61 cfm) 1903 Btuh Heating Cooling Outside air Area (ft2) 2034 2034 Equipment latent load 5756 Btuh Volume (ft3) 19377 19377 Air changes/hour 0.32 0.16 Equipment Total Load (Sen+Lat) 34899 Btuh Equiv. AVF (cfm) 103 52 Req. total capacity at 0.75 SHR 3.2 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Trade GOODMAN; JANITROL; AMANA DISTI... Model GSZ140361 K Cond GSZ140361 K AHRI ref :8242629 Coil ASPT47D14A AHRI ref :8242629 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 26100 Btuh Heating output 32600 Btuh @ 470F Latent cooling 8700 Btuh Temperature rise 26 OF Total cooling 34800 Btuh Actual air flow 1160 cfm Actual air flow 1160 cfm Air flow factor 0.043 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity balance point = 38 OF Backup: Input = 8 kW, Output = 26830 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wr% htSofte 2017-Nov-09 08:22:35 g Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1 ACCP....agateFDRE\Lot56KensingtonReserveSeagateFDRE.rup Calc = MJ8 Front Door faces: E rF wrightsoft- Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot56Ken sin gtonReserveSe... Date: 09-12-11 By: VMT 1 Room name Entire House Bdrm 3 2 Exposed wall 177.5 ft 13.5 ft 3 Room height 9.3 ft 9.3 ft heat/cool 4 Room dimensions 13.5 x 13.5 ft 5 Room area 2076.1 ft2 182.3 ft2 Ty Construction number U- value Btuhfftz ° F) Or HTM Btuh/ ftz) Area ( ft2) or perimeter ft) Load Btuh) Area ( W) or perimeter ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 W 13A 2ocs " 2A- 2om 2A- 2om 26 2fm 13A- 2ocs 0201 O. 540 0` 540 0 540 0. 201 n " n n n e 5. 57 14. 96 A4. 96 14. 96' 5. 57 4: 37 14. 08 1408 15. 94 4. 37 490 9 16 Y0 177 455 0 0 0 98 2533 , 135 242 146 546 1989 127 228 156 429 126 0 16 0 0 110 0 0 O 0 m 611 0 242 0 0 480 0 228 0 0 2A- 2om 2B- 2fm 2B- 2fm 0. 540 0. 540 0. 540 e e e 14. 96 14. 96 14. 96 33. 86 39. 23 39. 23 26 8 26 0 0 0 384 115 384 870 302 1008 0 0 0 0 0 0 0 0 0 0 0 0 11 DO t3A- 2ocs,-= 0, 390 0201 a s 10. 80 5. 57 12 03 4. 37 20 616 20 536 217 2982 242 2342 0 0 0 0 0 0 0 0 2A- 2om 2A 2omd 0. 540 s s 14. 96' 1Z. 1T. 14. 68 , 16. 08 32 48 40 96 484 _ 824 475 772 0 D 0 0 0 0 0' 13A- 2ocs 0.201 w 5.57 4.37 373 276 1538 1208 0 0 0 0 2A- 2om 2A- 2om 12C- 0sw 0. 540 0. 540 0 091 w w 14. 96 14. 96 2. 52 15. 94 33. 86 1. 45 32 65 322 65 0 304 484 969 767 516 2192 441 0 0 126 0 0 126 0 0 31' 8 0 0 183 C 11D0 16B- 38ad 0: 390 0. 026 n 10.80' 0. 72 12. 03 1. 41 8 2076 18 2076 193 1495 215 2933 m - m -.. 0_ 182 0 182 0 131 0 258 F 22A tpl Q.989 27.40' 0.00 2076 178 4863 0 182 14 370 0. 6 c) AED excursion 114 92 Envelope loss/gain 19303 16559 1672 1057 12 a) Infiltration 3137 991 239 75 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 0 0 Appliances/ other 3000 0 Subtotal ( lines 6 to 13) 22440 21700 1911 1132 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 22440 21700 1911 1132 15 Duct loads 19% 299/6 43121 6267 190/ 29% 367 327 Total room load 26752 27967 2278 1459 Air required (cfm) 1160 1160 99 61 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ri htsc) t" 2017- Nov-09 08:22:35 w9 Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1 agateFDRE\ Lot56KensingtonReserveSeagaleFDRE.rup Calc = MJ8 Front Door faces: E F wrightsoft, Right-M Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot56Ken sing ton ReserveSe... Date: 09-12-11 By: VMT 1 Room name Mstr WIC Mstr WC 2 Exposed wall 0 ft 3.5 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 5 Room dimensions Room area 7. 0 x 8.6 ft 60. 1 ft2 7. 0 x 3.5 ft 24. 5 ftz Ty Construction U-value Or HTM Area (W) Load Area (ft Load number BtulVftz °F) Btuf1/ftz) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat I Cool 1 Grass I N/P/S Heat I Cool 1 Gross I N/P/S Heat I Cool 6 13A-2ocs 0.201 n 5.5T 4.37 2A 2om 0.540 n 14.96 14.08 2A 2om 0.540 n 14:96 14.08 26 2fm "-`:: 0.540 n` 1496 15:94 11 13A-20cs 0.201 a 5.57 4.37 2A- 2om 0.540 e 14.96 33.86 2B- 2fm 0.540 a 14.96 39.23 2B- 2fm 0.540 e 14.96 39.23 11DO 0.390 a 10.80 12.03 13A- 2ocs 0.201 s - 5.57 4.37 2A- 2om 0.540 s 14.96 14.68 2A 2omd 0.620 s 17.17 16.08 13A- 2ocs 0.201 w 5.57 4.37 2A- 2om 0.540 w 14.96 15.94 2A- 2om 0.540 w 14.96 33.86 12C Osw 0.091 2.62 , '. 1.45 0. 390 n" 10.80 : 1203 C 1613-38ad 0.0261 0.72 1 1.41 0 0 0 0 0 0 0 0 0 0 0 0 0 0' 0 0 0 0 0 0 0 0 „. , "" 0' 18 35 61 c) AED excursion 6 1 1-21 Envelope loss/gain 43 78 380 244 12 a) Infiltration 0 0 62 20 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 01 0 Subtotal ( lines 6 to 13) 43 78 442 263 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 43 78 442 263 15 Duct loads 19% 29°/ 8 22 19% 291% 85 76 Total room load 51 100 527 339 Air required (cfm) 2 4 1 1 231 14 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsc ft" Right -Suite® Universal 2017 17.0.23 RSU23828 2017- Nov-09 0 Page 2 agateFDRE\ Lot56KensingtonReserveSeagateFDRE.rup Calc = MJ8 Front Door faces: E g Fp- wrightsoftr Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot56Ken sing ton ReserveSe... Date: 09-12-11 By: VMT 1 Room name Mstr Bthrm Mstr Bdrm 2 Exposed wall 9.5 ft 33.0 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 1.0 x 82.3 ft 1.0 x 281.8 ft 5 Room area 82.3 ft2 281.8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (fiz) Load number Btuh/W2'F) Btufdftz) or perimeter ft) Btuh) or perimeter ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 b.201 n 5.57 4.37 89 79 439 345 177 177 987 775 13A-20cs°, 2A- 2om 0.540 n 14.96 14.08 D 0 0 0 0 0 0 2A- 2om 0.540 n 14.96' 14.08 0 0 0 0 -;, 0 0 0 0 26 2fm - _ 0.540 n 14.96' 15.94 10 0 146 156 0 0 0 0 11 13A-2ocs 0.201 a 5.57 4.37 0 0 0 0 0 0 0 0 2A- 2om 0.540 a 14.96 33.86 0 0 0 0 0 0 0 0 2B- 2fm 0.540 a 14.96 39.23 0 0 0 0 0 0 0 0 2B- 2fm 0.540 a 14.96 39.23 0 0 0 0 0 0 0 0 11 DO 0.390 a 10.80 12.03 0 0 0 0 0 0 0 0 13A- 2ocs - 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 2A- 2om 0.540 s 14.96 14.68 0 0 0 0 .. 0 0 0 0 2A- 2omd- ' 0.620 s 17.17 16.08 0 0 0 0 '> 0 0 0 0 13A- 2ocs 0.201 w 5.57 4.37 0 0 0 0 131 98 547 430 2A- 2om 0.540 w 14.96 15.94 0 0 0 0 0 0 0 0 2A- 2om 0.540 w 14.96 33.86 0 0 0 0 32 0 484 1096 R 92C-Osw 0.091 2.52 1.45 0 0 0 0___" 0 0_ 0 0 f- D 11D0 0.390 n 10.80. 12.03 A 0 0 0 0 0 m 0 0 C 16B-38ad 0.026 0.72 1.41 82 82 59 116 282 282 203 398 F 22A-tpI .. -.-: _ 0.989 2T40: 0.00 EI2 10_ 260 0 282 33 904 0 61 c) AED excursion 1-50 1 1 244 Envelope loss/gain 905 567 3126 2944 12 a) Infiltration 168 53 583 184 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/ other 0 600 Subtotal ( lines 6 to 13) 1 1073 620 37091 3958 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1073 620 3709 3958 151 Duct loads 1 19% 29% 20611791191/6 29% 713 1143 Total room load 1279 799 4422 5101 Air required (cfm) 55 33 192 212 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft` 2017-Nov-09 08:22:359 i4CA9 Right -Suite® Universal 2017 17.0.23 RSU23828 Page 3 agateFDRE\ Lot56KensingtonReserveSeagateFDRE.rup Calc = MJ8 Front Door faces: E wr ghtsoft" Right-M Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot56Kensing ton ReserveSe... Date: 09-12-11 By: VMT 1 Room name GREAT RM Kitcher Nook 2 Exposed wall 29.0 ft 34.0 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 5 Room dimensions Room area 1. 0 x 692.6 ft 692. 6 ftz 1. 0 x 277.4 ft 277. 4 ft2 Ty Construction U-value Or HTM Area (fiz) Load Area (ft Load number Btuh/ft2-°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat I Cool I Gross I N/P/S Heat I Cool 1 Gross I N/P/S Heat I Cool 6 13A-2ocs 0.201 n 5.57 437 0 2A- 2om 0.540 n 14.96 14.08 0 2A 2om 0.540 n : 14.96 14.08 0 26 2frri 0.540 n_ 14.96 15.94 0 11 13A-2ocs 0.201 a 5.57 4.37 47 2A- 2om 0.540 e 14.96 33.86 0 213- 2fm 0.540 e 14.96 39.23 0 2B- 2fm 0.540 e 14.96 39.23 0 11 DO 0 390 a 10.80 12.03 20 13A- 2ocs 0.201 s 5.57 4 37 84 2A 2om 0.540 s 14.96 14.68 0 2A- 2omd 0.620 s 17.17 16.08 yl 13A-2ocs 0.201 w 5.57 4.37 140 2A- 2om 0.540 w 14.96 15.94 0 I(- G 2A- 2om 0.540 w 14.96 33.86 32 irL 4711 103 0 32 096 0 0 0 0 0 0 0 0 0 0 0 0 1195 938 0 0 0 ...... .._ N.O 391 307 484 516 0 0 0 .._._....:. 0 0 0' 200 392 61 c) AED excursion 1-27 1 1 382 Envelope loss/gain 4409 4279 3202 2535 12 a) Infiltration 513 162 601 190 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Appliances/ other 0 1200 Subtotal ( lines 6 to 13) 4921 5361 3803 3925 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4921 5361 3803 3925 15 Duct loads 1191% 299% 946 1548 19% 299/o 731 1134 Total room load 5867 6909 4534 5059 Air required (cfm) 254 287 197 210 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft- 2017-Nov-09 08:22:35 9 Right -Suite@ Universal 2017 17.0.23 RSU23828 Page 4 agateFDRE\ Lot56KensingtonReserveSeagateFDRE.rup Calc = MJ8 Front Door faces: E 9- wrightsoft* Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot56Kensing ton Reservese... Date: 09-12-11 By: VMT 1 Room name bdrm 4 Bdrm 2 2 Exposed wall 10.5 ft 36.0 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 13.5 x 10.5 ft 14.0 x 15.0 ft 5 Room area 141.8 ft2 210.0 ft2 Ty Construction U-value Or HTM Area (W) Load Area (ft2) Load number Btuh/ft2 °F) Btuh/ftz) or perimeter (ft) Btuh) or perimeter ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A 2ocs 0.201 n` 5.57 4 37 0 0:-A 0 65 65 364 286 2B- 2im 0.540 n ' 14.96 75.94 A 0 0 0 0 0 0 0 11 13A-2ocs 0.201 a 5.57 4.37 0 0 0 0 131 72 398 313 2A- 2om 0.540 e 14.96 33.86 0 0 0 0 26 0 384 870 213- 2fm 0.540 e 14.96 39.23 0 0 0 0 8 0 115 302 26- 2fm 0.540 e 14.96 39.23 0 0 0 0 26 0 384 1008 11 DO 0.390 a 10.80 12.03 0 0 0 0 0 0 0 0 13A" 2ocs 0.201 s, 5.57 4:37 98 . 82 456 358 140 124 689 541 2A 2om 0`.540 s " 14.96 14.68 16 10 242 238 16 10 242 238 2A 2omd 0.620 s_,": 77.1T_ 16.08'0 0, 0 0 0..:.._ 0' 13A- 2ocs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 2A- 2om - 0.540 w 14.96 15.94 0 0 0 0 0 0 0 0 2A- 2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0 12C- 0sw=.; 07091 2.62 1c45, 0 0 0 0 0 0, 0 0' 11D0 0:390 n 10.80._1203 0„i 0 0'_ 0 0.... 0 0 C 1613-38ad 0.026 0.72 1.41 142 142 102 200 210 210 151 297 F 22A tpl 0.989 27.40' 0.00 142 11 288 0 .:. 210 36 f 986 0'. 6 c) AED excursion 78 150 Envelope loss/gain 1087 718 3715 3704 12 a) Infiltration 186 59 636 201 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) 1273 1376 4351 3905 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1273 1376 4351 3905 15 Duct loads 190% 29% 245 397 190/0 29% 836 1128 Total room load 1518 1774 5188 5033 Air required (cfm) 1 66 74 225 209 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Ad- ri htsoft,. 2017-Nov-09 08:22:35 w 9 Right -Suite® Universal 2017 17.0.23 RSU23828 Page 5 agateFDRE\ Lot56KensingtonReserveSeagateFDRE.rup Calc = MJ8 Front Door faces: E 9- wrightsofty Right-M Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot56KensingtonReserveSe... Date: 09-12-11 By: VMT 1 Room name BATH 1 BATH 2 2 Exposed wall 8.5 ft 0 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 10.0 x 8.5 ft 7.0 x 5.5 ft 5 Room area 85.0 ft2 38.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number BtuWft2-OF) Btufdf12) or perimeter ft) Btuh) or perimeter ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vh13A-2ocs 0.201 n 5.57 4.37 0 0 0 0 0 0' 0 0 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0.' 0 0 0 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 2B 2fm 0,540 n 14.96 15.94 0 1 . 0 0 0 , 0,- 0 0 0 11 Vk13A-2ocs 0.201 a 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.540 a 14.96 33.86 0 0 0 0 0 0 0 0 26-2fm 0.540 a 14.96 39.23 0 0 0 0 0 0 0 0 213-2fm 0.540 e 14.96 39.23 0 0 0 0 0 0 0 0 11 DO 0.390 e 10.80 1203 0 0 0 0 0 0 0 0 13A-2ocs 0.201 s 5.57 4.37 79 79 442 347 0 0 0 0 2A-2om 0.540 s. 14.96 14.68 0 0 0 0 0 0 0 0 2A-2omd.'_: 0.620 s , 17.17 16.080 0 0 0 0 0 0 00 13A-2ocs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.540 w 14.96 15.94 0 0 0 0 0 0 0 0 2A-2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0 12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 11 DO 0.390 n 10.80 12.03 0 0. 0 0 0 0. 0 0 C 16B-38ad 0.026 0.72 1.41 85 85 61 120 39 39 28 54 F 22A-tpl 0.989 27.40 0.00 85 9 j_ 233 0 39 0 0 0 6 c) AED excursion 38 49 Envelope loss/gain 736 428 28 5 12 a) Infiltration 150 47 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 600 Subtotal (lines 6 to 13) 886 476 28 605 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 886 476 28 605 15 Duct loads 191/6 29% 170 137 190/0 29% 5 175 Total room load 1056 613 33 780 Air required (cfm) 1 46 2511 32 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. i Fttsoft` 2017-Nov-09 08:22:35 wr9 Right -Suite® Universal 2017 17.0.23 RSU23828 Page 6 agateFDRE\ Lot56KensingtonReserveSeagateFDRE.rup Calc = MJ8 Front Door faces: E Duct System Summary ,lob: Lot%KensingtonReserv... wrightsoft® yem Date: 09-12-11 Entire House By: VMT DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: RYAN HOMES 3647 CRAWLEY DOWN LOOP, SAN FORD, FL32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H 20 0.169 in/ 100ft 1160 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H 20 0.169 in/100ft 1160 cfm 142 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH 1-A h 1056 46 25 0.222 4.0 Ox 0 VIFx 23.1 85.0 st2 BATH 2 c 780 1 32 0.309 4.0 Ox 0 VIFx 7.8 70.0 Bdrm 2 h 5188 225 209 0.212 8.0 Ox 0 VIFx 28.0 85.0 st2 Bdrm 3 h 2278 99 61 0.318 6.0 Ox 0 VIFx 5.4 70.0 GREAT RM c 2303 85 96 0.170 6.0 Ox 0 VIFx 41.4 100.0 st3 GREAT RM-A c 2303 85 96 0.169 6.0 Ox 0 VIFx 41.8 100.0 st3 GREAT RM-B c 2303 85 96 0.211 6.0 Ox 0 VIFx 28.7 85.0 st1 Kitchen/Nook c 2529 98 105 0.207 7.0 Ox 0 VIFx 30.7 85.0 st2 Kitchen/Nook-A c 2529 98 105 0.199 7.0 Ox 0 VIFx 35.8 85.0 st2 Mstr Bdrm c 5101 192 212 0.172 8.0 Ox 0 VIFx 39.3 100.0 st3 Mstr Bthrm h 1279 55 33 0.219 5.0 Ox 0 VIFx 24.6 85.0 sti Mstr WC h 527 23 14 0.216 4.0 Ox 0 VIFx 26.3 85.0 st1 Mstr WIC c 100 2 4 0.223 4.0 Ox 0 VIFx 22.7 85.0 SO bdrm 4 c 1774 66 74 0.226 6.0 Ox 0 VIFx 21.3 85.0 St2 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in). Material Trunk st3 Peak AVF 361 403 0.169 513 12.0 0 x 0 VinlFlx SO sti Peak AVF 527 550 0.169 514 14.0 0 x 0 VinlFlx st2 Peak AVF 533 518 0.199 499 14.0 0 x 0 VinlFlx 2017-Nov-09 08:22:36 wrightSOW Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1 ACCA...agateFDRE\Lot56KensingtonReserveSeagateFDRE.rup Calc = MJ8 Front Door faces: E Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 1160 1160 0 0 0 0 Ox 0 VIFx 2017-Nov-09 08:22:36 wrightsoft¢ Right -Suite® Universal 2017 17.0.23 RSU23828 Page 2 ACCA...agateFDRE\Lot56KensingtonReserveSeagateFDRE.rup Calc = MJ8 Front Door faces: E 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, e-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 11/9/2017 8:36:44 AM Page 1 of 1 U c5 dZ 3 U (4- cl: 4- 3 S O k1D P O d L N 4 5-- 0 O M+> 4-> 25-8H 25-814 MEL- 23 1 II 9'-4• cl.Ca I F! I FA I I I 1 95 I I 10x6 lwcd 6' 25414 25-9N4 GREAT RM. 9'-4' CLts 16x16 ra DMTTE a'- • cLG. 105 12x6 Iwcd 95 lOx6 Iwcd T 6' I I II I 9'4• 1 r 1 I I I CL G. C. O I I I ILJ II OI e I 12x6 l c II I I 105 1 ILJ 4' 10x6 lwcd 6' 95 PFALIs 14. e'-.' _ etA V- LBx l CLCs I l015 6 Iwcd 6 I 4• II II 4' 20x6 rag I 259'-4' 8x4 Iwcd 210 14x8 Iwcd mi 24-64 00. A5V. RP A9V IT wEm NOTE TO BUILDER,MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized In compliance with Florida Residential Building Code-M1602,4 balanced return air. EXCEPTIONS 1-3 r -r- I I II II II r----1 II I IF-4 d-r—y.r Lto roofdryerventI 8-CAR GARAGE 20x6 rag 3.0 TON W/5KW 2240V 1PH 18x13 plen platform by bldr i i 16'-mkt'-m' OH. 25-SH ECAM95 OWNER'S 9' ' CLG 14x8 Iwcd 210 8'ni 35 15 9' 3 6' fl CO 20x6 lwcd 60 rag 24x18 rag Y a D d T U -, D 4- N O L C O OdL H 4- - 3\ O 7 A/C I PAD Q J J J Z 3 U 11 Cy- Q Q J (U Pa d- X rCLJ U P21 t 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. Rating v o_ cam' s , o oN O IKS S S U) m Q ZO U 0 0 cn Ln F- o CLj CD CD CD W W z QJ E P z o d I- I Rj 0 r-- d d zo 0) D LJJ LL Q! Lr) Z Z O U) m W Z m 1 Z Q p H m W Q D 1 O Q 0_ m 0- I U) 0 C) OPOv v77,---- Sr o -io l.,i-riL DESCRIPTION AS FURNISHED: Lot 56, KENSINGTON RESERVE, as recorded in Plat Book 81, P"ayes 86 through 92, Public Records of Seminole County, Florida.. PLOT PLAN FOR / CERTIFIED TO: Ryan Homes/NVR Inc. 3sy 3 zONIN rc _.. ..... RECORnt'opy Ok to construct single family home PALM LOT 35 HAMMOCK ALLOTMENT with setbacks and impervious area PB 1, PGS 104-105 shown on plan. (, 3 %, i mP a, C VS q 1 G S 00018'41 " E Y` __.- tip' 62.50 LOT 55 6 P. C. OF LOT 49 o-- 4 --------- 416. 45" 6 I I I 27.05' 27.04' t I LOT 56 I I 11. 0' 29.0' ` LANAI 15, 00' PROPOSED RESIDENCE MODEL: SEAGATE VS4 ELEV. F 2CAR GARAGE RIGHT w 0 W O ui 6 o A/ C LO 5, 0' ENTRY 0 0 15, 00' 14.0 21.0' WAL 16' DRIVE 26:? 0 25.50' 25.50' 10 UTILI ES MT 4' CONC S/W 9>? 1. 50' 6 m to o l ti 4. 00' 50' t LOT 57 S 00019'09" E (e.a.) 6, 2.50' CRAXLEY _ D01ff LOOP 50' PRIVATE R/W ) L PROPOSED = FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A. SURVEY. BUILDING sEreacics: r----.---..___..._...__......... AS FURwsHED PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS FRONT = 25 REAR = 20' PROPOSED DRAINAGE FLOW. G O IMPERVIOUS COVERAGE = 3,033'± SQUARE FEET OR 41.3% SIDE = 5' FOR 40' LOTS LOT GRADING TYPE A`QO LOT CONTAINS 7,347t SQUARE FEET SIDE = 7.5' FOR 60'ILOTS PROPOSED FINISH FLOOR PER PLANS = 27.9 Q LIVING AREA CONTAINS 2,463f SQUARE FEET SIDE = 10' FOR 75' LOTS CONCILANAI/ PORCH CONTAINS 539t SQUARE FEET SIDE STREET = 25' CRUASFIV1VIYFR— ASCOTT & AS,S`Ou INC. — SURTjI' VR. SYLA.N17 LEGEND -' LEGEND - P PLAT P.OL = P1114T ON LINE 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407) 659-14..36 F = FIELD TYP. = TYPICAL NOTES.- iA. IlkN PIPE ROOMRODP. R.C. = POINT OF REVERSE CURVATURE P. C.C. = POINT OF COMPOUND CURVATURE 1, THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF C.H.R. CONCRETE MONUMENT RADA = RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE COOE PURSUANT TO -SECTION 472.027, FLORIDA STATUES SET I.A. I/2• LR. a/BLB 4596 MR, NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP bR COPIE$ ARE NOT VALID. REC. RECOVERED VP. = WITNESS POINT J. THIS SURVEY WAS PREPARED FROM 7TRE INFORMATION FURNISHED- i0 THE SURVEYOR. THERE MAY BE OTHER RE P. D.H. POINT OF BEGINNING CALC. = CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. P. O.C, = PONT OF COMMENCEMENT CENTERLINE P. R.H = PERMANENT REFERENCE MONUMENT F. F. =FINISHED FLOOR ELEVATION 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. N& D = NAIL i DISK B,S.L, = BUILDING SETBACK LINE 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY 017-ICR F.N17TY. R/ W ^RIGHT-OF-WAY H.H. = BENCHMARK S. DIMENSIONS SHOWN FOR THE LOCCION OF IMPROVEMENT'S HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY SINES. ESMT. = EASEMENT H.H. " BASE BEARING 7. BEARINGS, ARC B43ED ASSUMED DATUM AND ON THE UNE SHOWN AS BASE BEARING (B.B.) BRAIN. ^ DRAINAGE 8, ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VER17CAL DATUM OF 1929, UNLESS OTHERWISE NOTED. CL, FUTtL CHAINUTILI C, CRAW LINK FENCE 9. CERTIFICATE OF AyITHORIZ47ION No. 4596. WD C/D = v00D FENCE C/ D CONCRETE BLOCK P. C. POINT OF CURVATURE SCALE 1--- 1" 2Q'— DRAWN BY: MLT P. T. POINT OF TANGENCY DE. SC. DESCRIPTION DATE ORDER CERTIFIEDBY;- No. R RADUS ACILENGTHPLOT PLAN 1 1-01-2017 4714- 17 D = DELTA C CHORD C. B. CHORD BEARING NORTH THIS BUILDING/PROPERTY DOES NOT LIE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER "FIRM' TOM X..GRUSENMEYER, R.L.S. /f 4714 ZONE " X" MAP j 121170009OF (09-28-07) JAMES W .SCOTT, R.L.S j 4801 I 4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 PH: 772-409-1010 FX: 772-409-1015 www.AlTruss.com T USS ENGlNEERllwNmGaA ma ar mm' t BUILDER: RYAN HOMES 0 PROJECT: KENSINGTON RESERVE COUNTY: SEMINOLE LOT/BLK/MODEL: LOT:56 / MODEL:SEAGATE 4 / ELEV:F / GAR R JOB#: 70210 MASTER#: XR5SG4F9 191 OPTIONS: 9-4 CLG 4451 St Lucie Blvd Site Information: Fort Pierce, FL 34946 Customer Info: RYAN HOMES Project Name: Scattered Lots Lot/Block: Model: SEAGATE 4 Address: Subdivision: City: County: Orange 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/TP12007 Design Program: MiTek 20/20 8.0 Wind Code: ASCE 7-10 Wind Speed: 150 MPH Roof Load: 40.0 psf Floor Load: 0.0 psf This package includes 38 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 61 G15-31.003,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 A0047697 A09F 10/18/16 13 A0047709 CO3F 10/18/16 25 A0047721 E10 10/18/16 2 A0047698 A10F 10/18/16 14 A0047710 CA 10/18/16 26 A0047722 Ell 10/18/16 3 A0047699 Al l F 10/18/16 15 A0047711 CJ 1 F 10/18/16 27 A0047723 HJ3 10/18/16 4 A0047700 Al2F 10/18/16 16 A0047712 CJ3AF 10/18/16 28 IA0047724 HJ5F 10/18/16 5 A0047701 A13F 10/18/16 17 A0047713 CJ3F 10/18/16 29 A0047725 HAF 10/18/16 6 A0047702 A13HF 10/18/16 18 A0047714 CJ5AF 10/18/16 30 A0047726 HJ7FV 10/18/16 7 A0047703 A14F 10/18/16 19 A0047715 CJ5F 10/18/16 31 A0047727 J3 10/18/16 8 IA0047704 A14HF 10/18/16 20 IA0047716 D05F 10/18/16 32 A0047728 J5F 10/18/16 9 A0047705 A15HF 10/18/161 21 A0047717 D06F 10/18/16 33 A0047729 J6F 10/18/16 10 A0047706 A16HF 10/18/16 22 A0047718 D07F 10/18/16 34 A0047730 RF 10/18/16 11 A0047707 COIF 10/18/16 23 A0047719 E06 10/18/16 35 A0047731 VM2 10/18/16 12 A0047708 I CO2F 10/18/16 24 A0047720 I E09 1 10/18/16 136 IM047732 1 VM4 10/18/16 The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided byA-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. -tab 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, perANSIrrPI-1 Sec. 2. The Truss Design Drawing(s)(rDD[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 [All Roof Trusses or specific location]. These TDDs (also referred to at times as 'Structural Engineering Documents') are specialty structural component designs and may be part of the project's deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty Engineer), the seal here and on the TDD represents an acceptance of professional engineering responsibility for the design of the single Truss depicted on the TDD only. The Building Designer is responsible for and shall coordinate and review the TDDs for compatibility with their written engineering requirements. Please review all TDDs and all related notes. Page 1 of 2 Digitally signedl Anthony T, Anthony T. Tom IIIIII Tombo, 11#1.- Date,;2s016.10.21 u'1 08:35:48-04'00' Anthony Tombo III, P.E NO A-1 ROOF TRUSSES A FLORIDA CORPORATION RE: Job XR5SG4F9 No. Seal # Truss Name Date 37 A0047733 VM6 10/18/16 38 A0047734 VM8 10/18/16 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. Page 2 of 2 Job Truss . _. Truss Type QtY HOMES / SEAGATE v4 A0047697 XR5SG4F9 A09F Common 12 PIY 1 RYAN Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Oct 18 15:18:00 2016 Page 1 ID: UumEBPzQXokuwJ2P5 W?E2Tyu P 1 h-z4vZpjEYmPCxaP65EwR0_ICoF W 1jB28NrzQBM FyS9GL 1-0-i2 7-2 4 13-4-13 19-11-4 26-5-11 32-8-4 39-1013 4Q-11-4 1-0- 2 7-2 6-2-10 6-6-7 6-7 6-2-10 7-2 4 1-0- 2 5.00 12 5x6 = Dead Load Defl. = 5116 in 3x6 4x4 3 4x6 II 19 1 2 3x4 20 7:: 5 T 4 W5 4 21 3x4 1 7 W 3x6 8 4x4 9 3 22 4x6 II 10 v 18 17 16 23 15 24 14 13 12 5x6 = 3x6 = 3x8 = 3x4 = 5x6 = 3x4 = 3x6 = 10-5-2 19-11-4 29-5-6 39-3-10 39,1p-8 10-5-2 I 9-6-2 9-6-2 I 9-10-4 0- - 4 Plate Offsets (X Y)— 2:0-3-0 0-1-8], [10:0-3-0,0-1-8], [12:0-3-0,0-3-0], [18:0-3-0,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.27 13-15 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) 0.64 12-13 741 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.82 Horz(TL) 0.15 12 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Weight: 229 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-10-7 oc bracing. WEBS 1 Row at midpt 6-15, 7-15, 5-15, 3-18, 9-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 18 = 1656/0-7-4 (min. 0-1-15) 12 = 1656/0-7-4 (min.0-1-15) Max Horz 18 = 101(LC 17) Max Uplift 18 = 397(LC 12) 12 = 397(LC 13) Max Grav 18 = 1656(LC 1) 12 = 1656(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-19=-411/448, 3-19=-354/463, 3-4=-2494/1832, 4-5=-2363/1854, 5-20=-1919/1583, 6-20=-1838/1599, 6-21=-1838/1599,7-21=-1919/1583, 7-8=-2363/1853, 8-9=-2494/1832, 9-22=-354/463, 10-22=-411/448, 2-18=-417/621, 10-12=-417/621 BOTCHORD 17-18=-150712277,16-17=-1330/2124, 16-23=-1330/2124,15-23=-1330/2124, 15-24=-1280/2124, 14-24=-1280/2124, 13-14=-1280/2124, 12-13=-1502/2277 WEBS 6-15=-731/1100, 7-15=-651/607, WEBS 6-15=-731/1100, 7-15=-651/607, 7-13=-1 08/377, 9-13=-1 13/278, 5-15=-651/607, 5-17=-109/377, 3-17=-113/278, 3-18=-2281/1469, 9-12=-2281/1469 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=13ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-12 to 3-1-10, Exterior(2) 3-1-10 to 19-11-4, Corner(3) 19-11-4 to 24-1-10 zone; end vertical 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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 397 lb uplift at joint 18 and 397 lb uplift at joint 12. LOAD CASE(S) Standard pang -elms wneryllrmkr Ae'1 I top: Tmui 1 v r; 6E m itlxl6: raftlrumuinRr;Atl{'+BiEAl1ENP Me.I«ttasip p:c.sMs Wraleatsn9us Lessk ip dsry;tn:; mimeIrMq l.Irrk IC,tt.leian;r Siee!teMe.e. Lrkssdfzrrise selNnGetM, air art:zr, eplMssklib NfxRc:oewara. metre:, o::[q 5e.. e;my [off-.n «eqq twrgm«ISAa;gaa an nme swd na yrepn.aitry [a'a 1«yd s et /yycsN«rxtoe Ifm mt t>ea be ap«,uaiq.eNaas.>gmaer Anthony f T. Torsbo III, P.E. w.rear, ssiwwntwlwr m a :ialmweeore.,rer a«y,w rwtwxwpo::onr,wwnwraarwn a.m Isss :I sdntRi1 E[r n .aanemow r s dAeh:::wa«,yr r., i gassaunnmia r.aa ax« .Mniai.hN 80083 Iasr:ua[o--pa e[enraw.Illmhssr.Mextoced exorrnarp eua d>xxi c Asa n raemmt[srr+u.alat wsae.e da /nrp apa,r.tnEar«:aenyn:aamarwan<sdlvt,,,u:spa.:,e::onke:yaar«iar:uae ra,nx, 4451 St. Lucie Blvd. mans, ahMNe[mptlgeNp«ar.ceisp eA pran wnlrN. teta,.7esm G9 wae-i nrwniq lwslprwLm,.[:kw. cey v one lsuwt.NmApdtrN ax. «e rsadaN r.tnl. Fort Pierce, FL 34946 ik1'D2616A-1factposses Aabo l.b.1,01101, Iterodonimaltkisdorument,inenY is PWas, ro6i6iledwdealsAswrinen ermissiaalienA-1WInsses.Aashoa 1.lomho!tl: LP9nYRtY Job Truss Truss Type QtY Ply RYAN HOMES / SEAGATE v4 A0047698 XR5SG4F9 A10F Hip 2 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Oct 18 15:18:01 2016 Page 1 ID:UumEBPzQXokuwJ2P5W?E2TyuP1 h-SHSx03FBXiKoBZhHoezFWylzJwNxwVKW4d9kuhyS9GK 20-11-4 13- 4-13 18-114 1 -11 26-5-11 32-8-5 39-10-8 7- 2-3 6-2-9 5-0-7 -0 5-0-7 7-2-3 1- 0-0 5. 00 12 3x6 = 3x6 = Dead Load Defl. = 3/8 in 20 lu 16 23 17 Z4 10 10 14 5x6 = 3x6 = 3x8 = 3x4 = 5x6 = 3x4 = 3x6 = 20- 114 i 10-51 18-114 19-11r4 29-5-7 39-7-0 3911sD$ i 10-5-1 8-6-3 0 8-6-3 10-1-9 1- 0-0 Plate Offsets (X Y)— 2:0-2-0 0-1-12] [6:0-3-0 0-2-4] f8:0-3-0 0-2-4] [12:0-2-0 0-1-12] 114:0-3-0 0-3-0],[20:0-3-0,0-3-01 LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.28 17-19 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) 0.65 19-20 >735 180 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(TL) 0.15 14 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Weight: 228 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-11-2 oc bracing. WEBS 1 Row at midpt 5- 17, 9-17, 3-20, 11-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 20 = 1656/0-7-4 (min.0-1-15) 14 = 1656/0-7-4 (min.0-1-15) Max Horz 20 = 141(LC 17) Max Uplift 20 = 480(LC 12) 14 = 480(LC 13) Max Grav 20 = 1656(LC 1) 14 = 1656(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 21=-405/286, 3-21=-368/302, 3- 4=-2494/1315, 4-5=-2419/1337, 5- 6=-1926/1178, 6-7=-1714/1142, 7- 8=-1714/1142, 8-9=-1926/1181, 9- 1 0=-2419/1339, 10-11 =-2494/1317, 11- 22=-343/319, 12-22=-405/303, 2- 20=-412/455, 12-14=-412/462 BOT CHORD 19- 20=-1083/2280, 18-19=-944/2116, 18- 23=-944/2116, 17-23=-944/2116, 17- 24=-953/2116, 16-24=-953/2116, 15- 16=-953/2116, 14-15=-1088/2280 WEBS 5- 19=-70/383, 5-17=-620/451, WEBS 5- 19=-70/383, 5-17=-620/451, 9- 17=-620/449, 9-15=-71/383, 3- 20=-2291/1081, 11-14=-2291/1102, 7- 17=-491 /1052 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 C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-0-12 to 2-11-2, Interior(1) 2- 11-2 to 18-11-4, Exterior(2) 18-11-4 to 20-11-4, Interior( 1) 26-5-11 to 40-11-4 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 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, with BCDL = 10. Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 480 lb uplift at joint 20 and 480 lb uplift at joint 14. LOAD CASE(S) Standard ztaaap Nnseaaadlt mmv ae'lltd:E'te',tg^S:;i`y eEK3,t11W56:IP01Ruli,:t1'bYrr.lEr'}#Yk.iE44YitE'mrala.r ksipp cdnsW rM xbsa.it lrtstksipmcekt;7hCW Wldlwr E.IK#n;r. tdswse ike!kia<ru_kNcs dM iu saatame 1p. wlr xiiak< aatler drless lk s/iam.'OCmIl rdm tsaiw:sO:sm Eryadmle,ire;!lr Epia xssdavrro reNr.Msma;rsrdAa Nrh;wxl'rfar r.;Nm:4rkh, fahswpdme m¢eln;krlmdatlel6Galr, anE8l Emklttn qar•, laaq sld.mts xndury Anthony T. Tornbo III, P.E. win dY-. sb: wr lnNipi mt pasa ImdkOrw!, ae U..n aAann paBnN Wit rDe grr,b&e wadda m', Ye ix allk Ord i+lYp dear rel Ys gpr+dd&19.W wfxN dme ETss; addNip4 d' IaeN.e blMnwl haae see'klk ymiidnld =80083 hGNmrG per a![wkl,M. 4W ak sd Mora IDC rq be Native IprceGasdarG fq[ga.Mk+.th Na.w'xfG lelM1lethl.WAlA acid eWbrs.d pNeae. 1111 alas pe rzpnslaesW0.liesdmelrav en.'nss le:p:y:eenminssa gmra: dss: - 4451 St. Lucie Blvd. ede. h.aA.Nhtiawal eNalgwNa!mp hdl µhesYMrd.Ik{ro;sDa:a hlxnis t_Ime6 Niq 6niral,pin4$rde.hpfadmbJflµSN epedeN ias:,n.s ddia/o.7Fl. Fort Pierce, FL 34946 Copyright 1)241644 Roof lfosses Arthooy f. Tomb. ill:?.I. Repmiodi—f this d-mnnt,in.ny torm,is pfolilimil xithouttle.0tA permissi..ho.6-1 Roof Goss>_s- Arthoay L iamb. 111; P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE v4 A0047699 XR5SG4F9 A11 F Hip 2 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Oct 18 15:18:01 2016 Page 1 ID:UumEBPzQXokuwJ2P5W?E2TyuP1 h-SHSxO3FBXiKoBZhHoezFWylxHwJxwWMW4d9kuhyS9GK 1 0 12 9-0 8 16-11-4 22-11-4 30-10-0 39-10-8 4Q-11r4 1-0-1 9-6 8 7-10-11 6-0-0 7-10-11 9-0-8 1-042 5x6 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014rrPI2007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-4-6 oc bracing. WEBS 1 Row at midpt 3-15, 5-14, 8-14, 2-17, 9-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 18 = 1656/0-7-4 (min. 0-1-15) 11 = 1656/0-7-4 (min.0-1-15) Max Horz 18 = 127(LC 17) Max Uplift 18 = 464(LC 12) 11 = 464(LC 13) Max Grav 18 = 1656(LC 1) 11 = 1656(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-19=-2659/1393, 3-19=-2557/1417, 3-4=-2161/1273, 4-20=-2140/1273, 5-20=-2058/1300, 5-21=-1906/1296, 21-22=-1906/1296, 6-22=-1906/1296, 6-23=-2058/1297, 7-23=-2140/1270, 7-8=-2161/1269, 8-24=-2557/1410, 9-24=-2658/1386,2-18=-1569/1014, 9-11=-1569/1014 BOT CHORD 17-18=-311/385,16-17=-1162/2360, 15-16=-1162/2360,15-25=-832/1906, 14-25=-832/1906,13-14=-1168/2360, 12-13=-1168/2360,11-12=-237/380 s.00 12 5x8 = 591 5x6 = 3x4 = US = 5x6 = CSI. DEFL. in (loc) I/deft Ud TC 0.98 Vert(LL) 0.1717-18 999 240 BC 0.91 Vert(TL) 0.4717-18 999 180 WB 0.76 Horz(TL) 0.11 11 n/a n/a Matrix -MS BOT CHORD 17-18=-311/385,16-17=-1162/2360, 15-16=-1162/2360, 15-25=-832/1906, 14-25=-832/1906,13-14=-1168/2360, 12-13=-1168/2360, 11-12=-237/380 WEBS 3-15=-576/388, 5-15=-138/467, 6-14=-169/467, 8-14=-575/385, 2-17=-938/1996,9-12=-961/1996 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. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-12 to 2-11-2, Interior(1) 2-11-2 to 16-11-4, Exterior(2) 16-11-4 to 28-6-15, Interior(1) 28-6-15 to 40-11-4 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 DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 4x6 MT20 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 464 lb uplift at joint 18 and 464 lb uplift at joint 11. LOAD CASE(S) Standard Dead Load Defl. = 5/16 in 0 I PLATES GRIP MT20 244/190 Weight: 233 lb FT = 0% aaahr-Hoes tlpsykirreneti e'Ll it f':IaS,u(k S' FE3AF IiWS a(7kaIHBa5r05':oil lm:rj r(rN0%iE@SYEkT kw. Irihtnip le, Mset re/wYtn#sIrz¢ksryt Urtrsl!IQC;eoiMlrNnr l.Imh M.P'.10—ti:. kw, re. GArtt A.otiite:Aelm RriW, rh xri.xwss nkt rwtl ocxkrddlsrlrnsawory-.sr;dnala uay rp:msmmybrdiprhwuu5mryr:;>aiusnPoI pdtlsulNr ,ryiax tllop 1!;y- Anthony T.TomboIII,P.E. d.udl5-nu lamp hdlr tlx rmsw:iydtlw6 ae fl ,aaaa ei epea Hal«nyo-yw, iae rukndne p(,tlrmeel de le hilay se4aERI e eH•mlage (aNWel fieN atle inss_'adwiytnahy trap-sNlr9m ere ka-m sik'hia rxstlaya =80083 tleh:l a ae wocw. an a Rw. utoer rw Fe Npu as riuyck n dpatH m;us9Mshshr+m aaw mw a n aadpdrwe-ml rn , wuMrw®:n ra l,.,o w.,st,k, w.il-u PPw wrss 4451 St. Lucie Blvd. ellwa0. wkMNaie atapaNepav!my hnl lwsn ma6d.iv rri.,Brse, Eyawis N_ItkhdnH Onipx. i 5SIM ho., dm aFlfiy.wtwwe:o ur,,wersaawxa 7"1 Fort Pierce, FL 34946 opyrigki 020111 daoih-as- Aohii" T. Tamho ill: P.E. Iltpmdattiaaol5it do'nism, iaany form, is prokilild williom tAe wrfitaprrmissioa Iran A I loaf Ifisses Whoay L1044ill; P.I. Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE V4 A0047700 XR5SG4F9 Al2F Hip 2 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Oct 18 15:18:02 2016 Page 1 I D: UumEBPzQXokuwJ2P5W?E2TyuP 1 h-wTOJDPFpIOSepjGULLUV3A171KjTfylfJHvIR8yS9GJ j-0-12 7-11-3 14-114 19-114 24-11-4 31-11-5 39-10-8 4Q-11r4 1-0-1 7-11-3 7-0-1 5-0-0 5-0-0 7-0-1 7-11-3 1-0-1 7x1( I 5.00 12 5x6 = 3x4 = 5x6 = Dead Load Defl. = 7/16 in 17 16 13 14 ` v 43 13 1Z 11 10 4x6 II 5x6 = 3x6 = 3x8 = 3x8 = 3x6 = 5x6 = 4x6 11 7-11-3 14-11-4 24-11-4 31-11-5 39-7-0 3910-8 7-11-3 7-0-1 10-0-0 7-0-1 7-7-11 0- 8 Plate Offsets (X,Y)— [2:0-2-8,0-3-0], f3:0-2-12,0-3-41, [4:0-3-0,0-2-4], [6:0-3-0,0-2-4], [7:0-2-12,0-3-4], [8:0-2-8,0-3-0], [10:Edge,0-3-8], 11:0-3-0 0-2 4], [16:0-3-0 0-2 4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.33 13-14 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) 0.77 13-14 617 180 MT20HS 187/143 BOLL 0.0 Rep Stress Incr YES WB 0.78 Horz(TL) 0.11 10 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix -MS Weight: 233 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-4-4 oc bracing. WEBS 1 Row at midpt 3-14, 5-14, 5-13, 7-13, 2-16, 8-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 17 = 1656/0-7-4 (min. 0-1-15) 10 = 1656/0-7-4 (min. 0-1-15) Max Horz 17 = 112(LC 17) Max Uplift 17 = 445(LC 12) 10 = 446(LC 13) Max Grav 17 = 1656(LC 1) 10 = 1656(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-2621/1405,3-18=-2529/1425, 3-19=-2292/1338, 4-19=-2202/1361, 4-20=-2042/1345, 5-20=-2042/1345, 5-21=-2042/1341, 6-21=-2042/1341, 6-22=-2202/1357, 7-22=-2292/1334, 7-23=-2529/1418,8-23=-2621/1398, 2-17=-1575/1016,8-10=-1575/1017 BOT CHORD 16-17=-256/327,15-16=-1191/2341, 14-15=-1191/2341, 14-24=-1002/2146, 24-25=-1002/2146, 13-25=-1002/2146, 12-13=-1196/2341, 11-12=-1196/2341, 10-11=-187/309 BOT CHORD 16-17=-256/327,15-16=-1191/2341, 14-15=-1191/2341, 14-24=-1002/2146, 24-25=-1002/2146, 13-25=-1002/2146, 12-13=-1196/2341,11-12=-1196/2341, 10-11=-187/309 WEBS 3-14=-399/324, 4-14=-237/539, 5-14=-334/218, 5-13=-334/218, 6-13=-238/539, 7-13=-399/320, 2-16=-1005/2046, 8-11=-1028/2046 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 C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-0-12 to 2-11-2, Interior(1) 2-11-2 to 14-11-4, Exterior(2) 14-11-4 to 30-6-15, Interior(1) 30-6-15 to 40-11-4 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 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 nonconcunent 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, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 445 lb uplift at joint 17 and 446 lb uplift at joint 10. LOAD CASE(S) Standard park)-Flereflaaefllt«der he'LItoC"IMSS3!x1iP 5fC:tAt1;W.56::'1k0111c1S(tl5':OMfUff:Yji(Cb:4f[VNIEYT Mn. ferir k;ip p7..inswrna xksn9islussksip Enrkj;lP;md Nr tdfnr l.frck11.1.. idana Sie!kiae m_wlrssaiu;Wefrep;e R9, nli Itiirz rdeks,idlkr,aJv W. *kwld Wf,m.TMi t: kip rypas, kaiq.wkws sntnd Anthony T. Tombo III, P.E. ad Hari fa-. sban 9' Me sprsk lfi dl4 Over, bs 0'rw+ OAapN gnea da iw7(ryk:Ipn,ke rukt rib G., tlr lt(wt bs kul ankiq nlad tN-f. tk eprnd dwe NBrN aq kd dltf less; kEwgaadet. 1 4a- Nl:wwew ka:a sid', klkwsiiiiNd z 80083 Ikrr;roq Dasgsrwt.h* Itwk, sr. as it I. IN W b paft W pad.wdmkiwiq yw.cel slag ara aurmskt k trw>-.E.r yew atx W,o pd., Tn:sR ggSl St. Lurie Blvd. Mn.kaataedka:reoalapwfrywkv mghdl ta..ties k+daaR. ik tro,, DeGptativa is r-tae k:k q ksipa_airrs, Sfms Eepa rim w.dayU NMea oiIII,. MIA a?i4i- Fort Pierce, FL 34946 opyri¢f9 YQIAA-I Raal Lmsses-Who.yLloin-WILKI, Repfodowiao of This dmomam, In any form, is prohibited srRhmi6writkn pernissiae fro. A I Roaffosm AnthooyLlamioill-H. Job Truss Truss Type Ply RYAN HOMES / SEAGATE v4 A0047701 XR5SG4F9 A13F Hip Qty 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 9 48 II Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Oct 18 15:18:03 2016 Page i ID:UumEBPzQXokuwJ2P5W?E2TyuP1 h-OfahRIGR3JaVRtrgv2?kbNgMAkOpOOgpXxerzayS9Gl 20-6-8 26-5-12 26T11-4 33-6-0 1 39-10-8 40-11r4 2x4 11 5x6 = 5 TI 6 7 Dead Load Dell. = 7/16 in 5x6 = 3x4 = 3x6 = 5x6 = 3x4 = 44 = 2x4 II LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 * Rep Stress Incr YES BCDL 10.0 Code FBC2014lrP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B1: 2x4 SP M 30, B3: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-1-3 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-74 except (jt=length) 13=0-3-8, 16=0-3-4. lb) - Max Horz 19= -55(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 13=-127(LC 13), 11=-225(LC 13), 16=-266(LC 9), 19=-254(LC 12) Max Grav All reactions 250 lb or less atjoint(s) except 13=770(LC 1), 11=586(LC 1), 16=1094(LC 23), 19=872(LC 23) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-21=-935/549, 4-21=-857/574, 4-22=-200/372, 5-22=-200/372, 5-23=-195/346, 6-23=-195/346, 6-7=-187/371, 7-24=-193/320, 8-24=-198/294, 8-25=-550/459, 9-25=-629/445, 2-19=-267/315, 9-11=-532/453 BOT CHORD 18-1 9=-548/976, 17-1 8=-253/577, 17-26=-253/577, 16-26=-253/577, 15-16=-519/325, 5-15=-458/356, 13-14=-430/164, 6-14=-366/195, 12-13=-284/520 20-4-14 CSI. DEFL. in (loc) I/defl L/d TIC 0.64 Vert(LL) 0.4316-18 571 240 BC 0.88 Vert(TL) 0.8916-18 273 180 WB 0.84 Horz(TL) 0.03 16 n/a n/a Matrix -MS BOT CHORD 18-19=-548/976,17-18=-253/577, 17-26=-253/577, 16-26=-253/577, 15-16=-519/325,5-15=458/356, 13-14=-430/164,6-14=-366/195, 12-13=-284/520 WEBS 3-18=-258/328, 4-18=-107/548, 4-16=-738/347, 3-19=-1003/589, 9-12=-263/404, 8-13=-589/338 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=13ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-0-12 to 3-1-10,Interior(1) 3-1-10 to 12-11-4, Exterior(2) 12-11-4 to 32-10-8, Interior(1) 32-10-8 to 40-11-4 zone; end vertical 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) 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 127 lb uplift at joint 13, 225 Its uplift at joint 11, 266 lb uplift at joint 16 and 254 lb uplift at joint 19. LOAD CASE(S) Standard 39-3-10 PLATES GRIP MT20 244/190 Weight: 213 Its FT = 0 21 mwey-rns armPlrreryr ae lllg,;`i10St3,^T?P„Sn3Al IiWSEE7hgllly`m:JS'gnilm"rj Sf):a:6t[geIlEXi kn. Ircnitesip t.n^dmcs rmixhs m!lis loss ee p ms.gpaa;mtnr odoy l.ImtF l6,ee. tele:n,sS!Mwe n•_EeMcs daw*iu rdrtmne lga. mh - —.. _ fahtm.w 0W'ridiurutia aa'xwkr8t. Anthony T. Torsbo III, P.E. men:dn .,nsnrmntdngsnr spmlxlmdargw.w,g„m ,amariywsmn Iwn o.:pw,n+krwxaansu:,nrroewn%rte,augr rnt 1 yPnsln t menrvla ream,ss.easy.:l.:,amuw.medasarmrrrsrm,afia ? 80083 as se nog asfpm me [ma mr Iumt % W hr.IN moan p0osmt permn d tv W" 4apmd sdsn l Rmd SKA m id dWpad pit., 4451 St. Lucie Blvd. ranwm NaudNVEMCItpmergan ntaakdl ptiws imdssl. In I— Drs:p EgWuu KI ne bong Wpw,wi, 54. hgmu V. WOR Fort Pierre, FL 3494b Copyright. 2016A I Raoifsrsns- Anlhoryf. fambo Ill, P.E. Repmdustion of this dommem, inany firm, isprohibited wdhoutthe written Permission from A I Rooffsasses- Ulf L famish Ill: P.E. Job Truss Truss Type City Ply HOMES / SEAGATE V4 XR5SG4F9 A13HF Hip 1 1 RYAN A0047702 Job Reference (optional) 1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Oct 18 15:18:04 2016 Page 1 ID:UumEBPzQXokuwJ2P5W?E2TyuP1h-ss83e5H3gdjM2lQsTmWz8bNU18KV7uPymbOPVOyS9GH 0- 2 5-6-2 12-11-4 19-11 4 26-1104 34-4-7 39-10-8 4 -11 0-1 5-6-2 7-5-3 7-0-0 7-0-0 7-5-3 5 6-2 0-1 5x6 = 1.5x4 II 4 1a 9n 5x6 = Dead Load Defl- = 7/16 in 1. ._ .. _. 13 .< — .. 10 6x6 = 3x4 = 4x6 = 3x8 = 4x6 = 3x4 = 6x6 = 19-11-4 30-3-9 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.33 11-13 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(TL) 0.74 11-13 646 180 BC 0.0 Rep Stress Inc, YES WB 0.61 Horz(TL) 0.16 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Wind(LL) 0.17 13 999 360 Weight: 219 lb FT = 20 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2: 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-16, 7-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 16 = 1656/0-7-4 (min. 0-1-15) 10 = 1656/0-7-4 (min.0-1-15) Max Horz 16 = 55(LC 10) Max Uplift 16 = 367(LC 8) 10 = 367(LC 9) Max Grav 16 = 1656(LC 1) 10 = 1656(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-290/130, 3-17=-254/141, 3-18=-2505/1213,4-18=-2417/1239, 4-19=-2486/1325,5-19=-2486/1325, 5-20=-2486/1325, 6-20=-2486/1325, 6-21=-2417/1239, 7-21=-2505/1213, 7-22=-254/141, 8-22=-290/130, 2-16=-305/307,8-10=-305/307 BOT CHORD 15-16=-1076/2209, 15-23=-913/2136, 14-23=-913/2136, 14-24=-913/2136, 13-24=-913/2136, 13-25=-859/2136, 12-25=-859/2136,12-26=-859/2136, 11-26=-859/2136, 10-11=-1003/2209 WEBS 4-15=-35/335, 4-13=-209/617, WEBS 4-15=-35/335, 4-13=-209/617, 5-13=-451/336, 6-13=-209/617, 6-11=-35/335, 3-16=-236B/1218, 7-10=-2368/1218 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=13ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-0-12 to 3-1-10, Interior(1) 3-1-10 to 12-11-4, Exterior(2) 12-11-4 to 32-10-8, Interior(1) 32-10-8 to 40-11-4 zone; end vertical 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 367 lb uplift at joint 16 and 367 lb uplift at joint 10. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and I/V gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Rertiy-Fhat lMru&Irrzne>,Me'R IID F':ilSS3;'SF:i3'. iEC3At IilYS 6:OkDIIIgS(JS'OYitUfT'ji(CiCYF@YitPlre. lrtdr#:ipru.Mtw(rxl mksa sfrrst R!ip Artzy,i[i' ml netehw/I.Iw!<If:,t!.Iefr n:eSeY tdrt n!. &lets tlbr iu s!gel an Re iEB, aF BiLasambka deYs slmkas tto'Jt'o'JYlt edt. pstlrn. osgk Eye i...SpYRS Er.{ns,Ns wsr't[sepe:als scelmstdlY rydr.sbulagrz iy ,pa;Ri rb; 3r lrsye9Yrselm;iq anei0g Ir, wfn lH-I. Lxpsip spSoxi, Yuy qp ,wgit ry otastdta .,: t..n uate as a»:ausaYta,aa,r D.ae Kul etyex Ya Etd tDt:gas.aat.dtndYt n, Yt nc tY;s.dm.lmlrrt atn F. tlt epmddtalDD afpfieN .Yat,::,.mtiyma.y attyt,.tul te.ni lr..g s:d, to oe tas aau;l.yd Anthony T. Tombo Il[, F.E. nt EeYpDS:ptrme1.-.t. Apart ,Aa No Too .1 It pkrre; ul pith. d Yt kili"[sgmaN SAlduw4t'kSPlraifis&t h lP mt Stu —d. ito J-d int.e. It4l iefiatssleu sa lmes milNitsdl@Ins.O•uae,'rsss m. 480083 gs; Nami let`s ''11W't'' 4451 St. Lucie Blvd. Ztencns «Y eps: ena gor psr,aneydpm mdrt to k,s Aes [yxe sr rat ugD tisea t u.. Y.lep den Neal m;wadex xx,nrsadma:mt Fort Pierce, FL 34946 epydghtr77418b1foaltrouts-4othoey 1. hoobo ill P.E. Reptodunioo of this dRumat ie aay fow. is pm -IiI4 xnhouttk.rinta petmisslto from 4-I foaf I sm- 4athoay t.lomba',II; f.E. Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE V4 A0047703 XR5SG4F9 A14F Hip 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MITek Industries, Inc. Tue Oct 18 15:18:04 2016 Page i I D:Uu mEBPzQXokuwJ2P5W?E2TyuP 1 h-ss83e5H3gdjM21 QsTmWz8bNWbBQL7rbymbOPVOyS9GH 22 4-7 8 10-11 4 15-8-14 20-6-8 26-5-12 28-11-4 34-3-5 39-10-8 4 -11 1-0-1 4-7 8 6-3-12 4-9-10 4-9-10 5-11 4 2-5-8 5-7-3 0-1 5x6 = c nn 3x4 = 2x4 II 3x6 = 2x4 II 3x6 = Dead Load Defl. = 3/8 in 5x6 = 4x6 = 5x6 = 3x4 = 4x4 = 3x6 II 3x8 = 10-11-4 39-3-10 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.26 20-21 933 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(TL) 0.66 20-21 368 180 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.07 13 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Weight: 215 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B1: 2x4 SP M 30, B3: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-11 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 10-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-7-4 except Ot=length) 15=0-3-8, 18=0-3-4. lb) - Max Horz 21=-55(LC 10) Max Uplift All uplift 100 Ib or less at joint(s) except 15=-153(LC 9), 13=-210(LC 13), 18=-266(LC 9), 21 =-240(LC 12) Max Grav All reactions 250 Ib or less at joint(s) except 15=803(LC 24), 13=583(LC 2411, 18=1060(LC 23), 21=878(LC 23) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-23=-905/520, 4-23=-894/545, 4-5=-761/568, 5-24=-173/336, 6-24=-173/336, 6-7=-192/333, 7-8=-192/333, 8-9=-179/343, 9-10=-197/310, 10-25=-554/457, 25-26=-554/454, 11-26=-651/444, 2-21=-228/256, 11-13=-541/431 BOT CHORD 20-21=-572/940, 19-20=-222/500, 19-27=-222/500, 27-28=-222/500, 18-28=-222/500,17-18=-394/229, 6-17=-330/260, 15-16=-497/246, 8-16=-438/278, 14-15=-290/552 BOT CHORD 20-21=-572/940, 19-20=-222/500, 19-27=-222/500, 27-28=-222/500, 18-28=-222/500, 17-18=-394/229, 6-17=-330/260, 15-16=497/246, 8-16=-438/278, 14-15=-290/552 WEBS 3-20=-196/300, 5-20=-116/414, 5-18=-772/359, 10-15=-575/318, 3-21 =-992/686, 11-14=-284/494 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=12ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-0-12 to 3-1-10,Interior(1) 3-1-10 to 10-11-4, Exterior(2) 10-11-4 to 34-10-8, Interior(1) 34-10-8 to 40-11-4 zone; end vertical left and right exposed;C-C for members and forces 8e 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 153 Ib uplift at joint 15, 210 lb uplift at joint 13, 266 lb uplift at joint 18 and 240 lb uplift at joint 21. LOAD CASE(S) Standard xeny Fim! gwr¢re'. pe 1 t t0 `?IP.eS S; Y ER3Ri I W1 R C.>k0111vfS CR Op'tUf-P` 3CRR.p:[hipERT Ne teNt 6 7IY dns rE rrl we, r k: [.rers Ce geRrtxag;l[9j rdpr kprr t texk IL. F.: iek n SeePknre ry Rencs dkn*i,e mhf m pe [Cg,rlt arN«m dens RdlkrN mRx cevkeaa R ehenu.ae Eg .an. { d hRb ;p alrmtD:wsr ; Fp ea kprt:eI gaxgn:Rr pan n p d dF ap :ap rm,fgid r tWrlr re nt r k ye, yur mag„rs, d:m Anthony T. Tomtto III, P.E. n d .,.„k m ktlq' gr areape d.r,c.r e ah gdrp kadgR ap rad m r,p lx Ifi kd :INgeN wiill Ikgrae,ddM NdelN N .prissy adNykrq nep nrilaRrrl hat a:kpa pnaGrd = 80083 pear WghuFmmt[eee M 11 a walk lee Wb pedires.1Va'ees A aa6U.1(apmm sden Nrmdr,RCSnFNh:kl a, IM eN SrA we ida Rw Paw pNaee IPRI eeNnpe nspedtikdes rddriesdp•hr.,gesry+er;.ms Rrip SRaeer wi ins: dsrh:prn, rkcs 4451 St. Lurie Blvd. Marrs. wtwdkrirMtlgeNgrn mg h, al Fxlns arleN lki „Drir Egsa rsk.lpe k'Yagdesipm_. i'sirsnx FedrrC ,k:llig. Ll.edM'eNasaem¢dWri n'H 1. Fort Pierce, FL 34946 opyrighl lQii A -I Fasthnsses Amhonyi. samba ill, P.E. Reprduaix of this daww, is any form, 4FAi hei wnhautAn written Pmmistioehnr A -I Pant hoses AathnRyi.I0mb0!II;F.L Job Truss Truss Type Oty Ply RYAN HOMES / SEAGATE v4 XR5SG4F9 A14HF Hip 1 1 A0047704 Al o....r Ir o: _ P: —11.:. Job Reference (optional) nun, o.ucu s .nuy o i cu io Print: u.uzu s Aug ai zulb MT I eK industries, Inc. I ue Oct 18 15:18:05 2016 Page 1 ID: UumEBPzQXokuwJ2P5W?E2TyuP1h-K2iSsRlhbxrDgB?31T1ChowdkXhasNJ6?F7y1SyS9GG 0- 2 4-7-9 10-11-4 17-2-5 22-8-3 28-11-4 35-2-15 39-10-8 4 -11 1- 0-1 4-7-9 6-3-11 6-3-1 5-5-15 6-3-1 6-3-11 4-7-9 -0-1 5x6 = 5. 00 Ft2 3x4 = 5x8 = y 21 a 5x6 = 8 Dead Load Defl. = 3/8 in 700 MT20HS= 4x6 = 3x4 = 3x8 = 7x10 MT20HS= 3x8 = 4x6 = 10- 1 LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.28 12-13 999 240 MT20 244/190 TCDL10.0 Lumber DOL 1.25 BC 0.92 Vert(TL) 0.75 12-13 633 180 MT20HS 187/143 BCLL0.0 Rep Stress Incr YES WB 0.51 Horz(TL) 0.17 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Wind(LL) 0.19 15 999 360 Weight: 221 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 'Except' 132: 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. WEBS 1 Row at midpt 5- 17, 6-13, 3-18, 9-12 Erecommends that Stabilizers and requiredracing beinstalledduringtrusserection, inance withStabilizerInstallationguideREACTIONS. ( lb/size) 18 = 1656/0-7-4 (min.0-1-15) 12 = 1656/0-7-4 (min. 0-1-15) Max Horz 18 = 55(LC 11) Max Uplift 18 = 390(LC 8) 12 = 390(LC 9) Max Grav 18 = 1656(LC 1) 12 = 1656(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 19=-364/69, 3-19=-334/84, 3- 20=-2524/1213, 4-20=-2513/1238, 4- 21=-2276/1225,5-21=-2276/1225, 5- 6=-2783/1429, 6-7=-2276/1225, 7- 8=-2276/1225, 8-22=-2513/1238, 9- 22=-2524/1213, 9-23=-334/84, 10- 23=-364/69, 2-18=-295/271, 10- 12=-295/271 BOT CHORD 17- 18=-1055/2088,16-17=-1176/2745, 16- 24=-1176/2745, 24-25=-1176/2745, 15- 25=-1176/2745, 15-26=-1177/2745, 26- 27=-1177/2745, 14-27=-1177/2745, BOT CHORD 17- 18=-1055/2088, 16-17=-1176/2745, LOAD CASE(S) 16- 24=-1176/2745, 24-25=-1176/2745, Standard 15- 25=-1176/2745,15-26=-1177/2745, 26- 27=-1177/2745, 14-27=-1177/2745, 13- 14=-1177/2745, 12-13=-982/2088 WEBS 3- 17=0/359, 4-17=-169/591, 5- 17=-740/378, 6-13=-740/379, 8- 13=-169/591, 9-13=0/359, 3- 18=-2252/1256,9-12=-2252/1256 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=12ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-0-12 to 3-1-10, Interior(1) 3- 1-10 to 10-11-4, Exterior(2) 10-11-4 to 34-10-8, Interior( 1) 34-10-8 to 40-11-4 zone; end vertical 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) 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, with BCDL = 10. Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 390 lb uplift at joint 18 and 390 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. 9eap- ft.. Optedhra:tiMe'11105:`ds,SrSi:t;Y"„n3tt lEtkSLcAmunfu'ouiWi nuR["x.[RIIEFr we. rvMkip p.es-Bari Wad ridr,t kny WsrW!IR)WrfiA WI[mt. tf. WK sk"kft n. pek Ktnrl¢r.ANnkeIGS.xf( iLlezexeMx l sdlkrsdkxc'Rrgkedd A re.R:sp Ey x-.!re:idrtr{ixe`M:dxryros repel wep9sedne psx swde xxr :gar:diNv lx lrks:pA lk sx¢im Widdx MTOD Jt Wn In I. aqr pax :d:r.Wnxs .dWir{ W .sedp .:s xat+il9i h pxiairrde,u a..st rx xgdx Wk,Natw:px,:xewnado aeararnkd: wy,WWna rk yp..ddn maW.; aeu. du c:,, mp xiax -k xr idiklk ntxswind Anthony T. Tombo III, R.E. Mek: er asipxWExarnx Al xh u!sd:iklSG W'k pac'im x/ry4dst dtk kilCq{pgaq Sdeh 1prmkaitsr rdfitklhr Wir:.inedxu:dix paid pwn:e 1MIafpesde nspeskrha Wknesdlk L.,, ksgee; .ins k:ip;r}reaWlass r<xh:mn, xkss a 80083 Ztee..n,pe;xa.sgWpx...raaproh:edW. Tk rr,. kn«ky:rx is R rsk r-.my ors s,. T, wsn Ey a ley a,.urR. an sywed ems; xentdkd:mT. 4451 St. Lucie Blvd. Crpyrig6tZ2pli A-1 Raatfrrsszs- Arthry T. Tanhr Ill: P.E. Rzpedrniar zl this dxamrrt, inrnyhre, ispro5ibuzd wilhrut{Se Krmenprmissioa Iran S-IRwiTimes Artioey T. Tam5r III: P.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE V4 A0047705 XR5SG4F9 A15HF Hip 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 5x6 = snnFig 6-1 Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Oct 18 15:18:06 2016 I D: UumEBPzQXokuwJ2P5W?E2TyuP1 h-oEGg3nJJMEz41 KZFaBYRDOSssx3ubl9FEvtVa 24-0-7 30-11-4 3644 39-10-8 4p-11r4 8-2-5 6-10-14 5-5-0 3 6 4 3x4 = 4x6 = 3z4 = 5x6 = Dead Load Defl. = 1/2 in 6x6 = 3x8 = 4x6 = 3x4 = 4x6 = 3x8 = 6x6 = ifGl I3fCl LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.25 13-15 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(TL) 0.77 13-15 617 180 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.17 12 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Wind(LL) 0.22 15 999 360 Weight: 212 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-17, 7-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 18 = 1656/0-7-4 (min. 0-1-15) 12 = 1656/0-74 (min.0-1-15) Max Horz 18 = 54(LC 11) Max Uplift 18 = 413(LC 8) 12 = 413(LC 9) Max Grav 18 = 1656(LC 1) 12 = 1656(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-2571/1243, 4-20=-2336/1222, 5-20=-2336/1222, 5-6=-3259/1578, 6-7=-3259/1578, 7-21=-2336/1222, 8-21=-2336/1222, 8-9=-2571/1243 BOTCHORD 17-18=-975/1907,16-17=-1394/3164, 15-16=-1394/3164,14-15=-1397/3164, 13-14=-139713164,12-13=-901/1907 WEBS 3-17=-84/557, 4-17=-183/618, 5-17=-1093/557. 5-15=0/292, 7-15=0/292, 7-13=-1093/557. 8-13=-183/618, 9-13=-85/557, 3-18=-2228/1189, 9-12=-2228/1189 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=12ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-0-12 to 3-1-10,Interior(1) 3-1-10 to 8-11-4, Exterior(2) 8-11-4 to 36-10-8, Interior(1) 36-10-8 to 40-11-4 zone; end vertical 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) w 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 413 lb uplift at joint 18 and 413 lb uplift at joint 12. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1V gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard warp-Nau wnwdlr rzir&'LI10;",'tF.<R:;SY dllAsl[pe161JnmdCB:tlSlOw lB'F.r131CF;YiEKY{sP kw. Iwmtr:7 pns+dnssE rn/mksmGsL aQuip Or¢rq!IOCj wdM ldb.r LrwklG.rr.ldwn.si'rwMwe.u. &kss dew.iu Add wRe IE9.Wr IN1:k aanl lWss seBkentin 7.t iehwk,dd.Is.ImsCesg.egwwnt.fpnls rtpM MsW mmri i rgrtuds m.cry dltr pws:swd uTbwrprrpndi4h inklrsipiYseJs trn ar ewerIDsury mArnr r: trap nwgr:kdp m4amc uiaaem Anthony T. Tornbo III, P.E. nd.udd Vast..d4gnnenspniazWdSrOwxr,k6..nlnlwneegrsnpelNiyB:sips.elrrdeddMCM1eRLWfir4alSiMpcdrdRlf IkemnddlirlClve.ffieN de r. r:::aeige :4rp.nwm.wknp,ld:k kny.:amd = 80083 ne trltp OtApw wi [uoxlw arms snwwrornepnmmmdpr ,dne x,,r[s4ti mnww!xsprir,kewrsmsaa.,dw dtrdrmere. Tntedtrnur nynsatrtr, ae atwrdrkt .,'r:rs er:perwtnsrpdna,.dns 4451 St. Lucie Blvd. dMmstrkwel.n:+diwtgae gn4nAma h, wi pAkr'nnhN. tkrnnmva[gaex AF]tM lwup en pn.aurs; srmclrpwwdm, Iwlhq. anpwed x. we esnreomt. Fort Pierce, FL 34946 opyrilhtD1Q164-1 Pool Lnsses Andony T. inmho lll, P.E. teprodorion of this dowmoc. finny form, is prohiWed without the writko permission hen 4-1 loot Tnssts W,myLlomhoill;P.E. Job Truss Truss Type Qty Ply HOMES / SEAGATE v4 XR5SG4F9 A16HF Hip Girder 1 1 IRYAN A0047706 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Oct 18 15:18:08 2016 Page 1 ID: UumEBPzQXokuwJ2P5W?E2TyuP1 h-kdNaUSKausDoXejdicbvlRXFylig3caYhDMcenyS9GD O 2 6-11 4 11-34 17-0-15 22-9-9 2%7-4 34241104 39-10-8 4 -11 0 1 6-11-4 4 4-0 5-9-11 5-8-11 5-9-11 -6-11-4 0-1 Dead Load Defl. = 5/16 in 9vA - axb I l 7x8 = 3x4 = V V V 7x10 = V V y JV Sx8 = 3x4 11 Sx6 W8= 3x6 II 1.5x4 11 3x6 = 6-11-4 1 11-3-4 1 17-0-15 , 22-9-9 , 28-7-4 1 32-11-4 39-3-10 LOADING SPACING- 2-0-0 CS'_ DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.29 17-19 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(TL) 0.46 17-19 735 180 BCLL 0.0 Rep Stress Incr NO WB 0.98 Horz(TL) 0.08 14 n/a n/a BCDL 10.0 Code FBC2014rrPI2007 Matrix-MSH Weight: 233 lb FT = 20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 'Except' B2: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W5,W1: 2x6 SP No.2, W6: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-7 oc puriins, except end verticals. BOTCHORD Rigid ceiling directly applied or 3-8-12 oc bracing. WEBS 1 Row at midpt 5-16, 8-16, 2-20 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 21 = 1985/0-7-4 (min. 0-2-5) 14 = 4558/0-8-0 (min.0-5-6) 12 = 45/0-7-4 (min.0-1-8) Max Horz 21 = 55(LC 25) Max Uplift 21 = 861(LC 4) 14 = 2304(LC 5) 12 = 346(LC 24) Max Grav 21 = 1985(LC 1) 14 = 4558(LC 1) 12 = 291(LC 17) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3148/1456,3-22=-2860/1391, 4-22=-2860/1391, 4-23=-3093/1652, 23-24=-3093/1652, 5-24=-3093/1652, 5-25=-1216f723,6-25=-1216/723, 6-7=-1216/723, 7-26=-1216/723, 26-27=-1216/723,8-27=-12161723, 8-28=-347/767, 9-28=-347/767, 9-10=-403/805, 2-21=-1910/891, TOP CHORD 2-3=-3148/1456, 3-22=-2860/1391, 4-22=-2860/1391, 4-23=-3093/1652, 23-24=-3093/1652, 5-24=-3093/1652, 5-25=-1216/723,6-25=-1216f723, 6-7=-1216f723, 7-26=-1216/723, 26-27=-1216/723,8-27=-1216/723, 8-28=-347f767,9-28=-347/767, 9-10=-403/805, 2-21=-1910/891, 10-12=-224/337 BOT CHORD 20-21=-171/312, 20-29=-1699/3494, 19-29=-1699/3494,18-19=-1699/3494, 18-30=-1699/3494, 30-31=-1699/3494, 17-31 =-1 699/3494, 17-32=-1548/3093, 32-33=-1548/3093, 16-33=-1548/3093, 16-34=-2132/1124,34-35=-2132/1124, 15-35=-2132/1124,14-15=-2132/1124, 14-36=-2132/1124,13-36=-2132/1124 WEBS 3-20=-330f708, 4-20=-935/570, 4-19=-200/404,4-17=-486/191, 5-17=-322f714, 5-16=-2285/1139, 7-16=-706/320, 8-16=-2081/4047, 8-14=-4341/2160, 8-13=-971/1988, 9-13=-794/383, 2-20=-1 189/2561, 10-13=-872/520 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=11ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); end vertical left and right exposed; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 861 lb uplift at joint 21, 2304 lb uplift at joint 14 and 346 lb uplift at joint 12. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 250 lb down and 182 lb up at 6-11-4, 124 lb down and 89 lb up at 9-0-0, 124 lb down and 89 lb up at 11-0-0, 124 Ib down and 89 Ib up at 13-0-0, 124 Its down and 89 lb up at 15-0-0, 124 lb down and 89 lb up at 17-0-0, 124 lb down and 89 lb up at 19-0-0, 124 lb down and 89 lb up at 20-10-8, 124 lb down and 89 lb up at 22-10-8, 124 lb down and 89 lb up at 24-10-8, 124 lb down and 89 lb up at 26-10-8, 124 lb down and 89 lb up at 28-10-8, and 124 lb down and 89 lb up at 30-10-8, and 250 lb down and 182 lb up at 32-11-4 on top chord, and 325 lb down and 184 lb up at 6-11-4, 88 lb down and 101 lb up at 9-0-0, 88 lb down and 101 lb up at 11-0-0, 88 lb down and 101 lb up at 13-0-0. 88 lb down and 101 lb up at 15-0-0. 88 Its down and 101 lb up at 17-0-0, 88 lb down and 101 lb up at 19-0-0, 88 lb down and 101 lb up at 20-10-8, 88 lb down and 101 lb up at 22-10-8, 88 lb down and 101 lb up at 24-10-8, 88 lb down and 101 lb up at 26-10-8 and 88 lb down and 101 lb up at 30-10-8, and 325 lb down and 184 lb up at 32-10-8 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 (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-9=-60, 9-10=-60, 10-11=-60, 12-21=-20 Concentrated Loads (lb) Vert: 3=-203(F) 6=-124(F) 9=-203(F) 20=-325(F) 4=-124(F) 19=-59(F) 17=-59(F) 5=-124(F) 7=-124(F) 16=-59(F) 13=-325(F) 8=-124(F)22=-124(F) 23=-124(F)24=-124(F) 25=-124(F) 26=-124(F) 27=-1 24(F) 28=-1 24(F) 29=-59(F)30=-59(F) 31=-59(F) 32=-59(F) 33=-59(F) 34=-59(F) 35=-59(F) 36=-59(F) xe^°I-Nwullaxlllr rtrieti h'LIIU;`:I1*5tS'1';:Hy6nE11113Y56:OkDIiluS5fOS10YftVl:rll(CI4;SELillEkrhrs. IMty blip .utMedml wkt afYt lnstlefip rrtvy!IP."1WM411wJ I.Ishl,ri.iMn t S'btleNre n. tltkssa{ v:ireP h/wtt ffA, M/ IHiei cacao daps sedl knNtx k lc w k rdd. is alas Omc Egiw u, 5µd7 kyem' e!;ml w sq 16; rWnnh rw:W-die pncsml wg*wrgrnpa:ddaE IN & fi Lp dh sml: im; igiw w de Iaa *b wn RN. ww, qta.uab :,wsr wrkiaw ik <gwsd maa*.we,au.,d MwdN gnCx Ae initiq k:ga,: arwana6 r, de ut we ekl w.I:aq et wnnt. skgpoadik mem.lu.u edmt,t:. sdNy kaiq n..p :sYl'a*wakam wi:kb gw,wa.d Anthony T. Tomb* II[, P.E. h ldlfq WdpneN[xaa*. IYwh+snr:IktaCdtk pwkesMpadmsdtk kiltp (r ISden ldwwk*psAlNYkIh I!dSl[A nedww.0 fr qsd pNae. IM1l idxslkn sidles aekksdlklr. LessM wr 80083 dn>•iu edmNk*;atlgek ga:nla keil µtin McMN. IN Inn ksiw [epne is FSIMk Nblkupw.w Lru-rsaE ' am, " Etpwnalnss*mlane, 4451 St. Lucie Blvd. e&ss epwa 7r'l/q. iA trylldeN srx; aendMlklF1. yyrigM r> 701d A I Raul innes Amh*ay L laah* III, P.F. Reptadedlu d this d.omen, in any form, is p*bibhei wobam;be written rermissia hen A -I Ra*1lresses - Army L lamb* III: p,L Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE v4 A0047707 XR5SG4F9 COIF Hip Girder 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design(aaattruss.com AvA = stun: u.uzu s Aug si zuib ennu b.uzu s 4-0-0 2016 MiTek Industries, Inc. Tue Oct 18 15:18:09 2016 Page 1 IoUyiKGA-DpxyhoLCf9Lf9olq FJ68re4Ok97Jo7jhwt5AAEyS9GC 20-6-12 n..A I —A npfl = t/R in 3x3 11 5x6 = 3x8 = --- 5x6 = 2x4 11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TOLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.08 10 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(TL) 0.21 10-11 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.74 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FBC201411PI2007 Matrix -MS 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 3-3-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-9-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12 = 1535/0-7-4 (min. 0-1-13) 7 = 1479/0-3-8 (min. 0-1-12) Max Horz 12 = 48(LC 5) Max Uplift 12 = 314(LC 8) 7 = 286(LC 9) Max Grav 12 = 1535(LC 1) 7 = 1479(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2297/436, 3-13=-2542/499, 13-14=-2542/499, 4-14=-2542/499, 4-15=-2542/499,15-16=-2542/499, 5-16=-2542/499, 5-6=-2236/421, 2-12=-1474/338,6-7=-1423/308 BOT CHORD 11-17=-362/2051, 17-18=-362/2051, 10-18=-362/2051,9-10=-339/2002, 9-19=-339/2002, 8-19=-339/2002 WEBS 3-10=-98/679, 4-10=-608/216, 5-1 0=-1 101740, 2-11 =-297/1896, 6-8=-322/1930 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=11ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); end vertical left exposed; 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 314 lb uplift at joint 12 and 286 lb uplift at joint 7. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 80 lb up at 5-11-4, 95 lb down and 61 lb up at 7-0-0, 95 lb down and 61 lb up at 9-0-0, 95 lb down and 61 lb up at 10-5-4, 95 lb down and 61 lb up at 11-10-8, and 95 lb down and 61 lb up at 13-10-8, and 100 lb down and 80 lb up at 14-11-4 on top chord and 234 lb down and 82 lb up at 5-11-4, 69 Its down at 7-0-0, 69 lb down at 9-0-0, 69 lb down at 10-5-4, 69 lb down at 11-10-8, and 69 lb down at 13-10-8, and 234 lb down and 82 lb up at 14-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 7-12=-20 Concentrated Loads (lb) Vert: 3=-72(B) 5=-72(B) 9=-46(B) 11 =-234(B) 4=-95(B)10=46(B)8=-234(B) 13=-95(B) 14=-95(B) 15=-95(B)16=-95(B) 17=-46(B)18=-46(B) 19=-46(B) PLATES GRIP MT20 244/190 Weight: 114 Ib FT = O% e„dyrw mw„v.,rm.n tno:€,acs'>r;aau omen un!ncn:mal,w;nucsrs:[Ismarbw.Ilk 1AmyLT.kIo:r[-rrr< 5Wk&r2gdr„d[«— WdrarTO. -1, Iptetnrru, pwssieeuepdix pe TCpkedd.a,Irr.:ompEq:se;r:..sp:wus [sere,uesdrrs mn,gmm,.rrs rdmpa<:s:wr y,->w:m ras rd dw: srm:gndrat rh.ss firs t. taea:q, pwga:.adw, wdew,.:wmaer Anthony T. Tombo III, P.E. n i iWndknrnte:.bag I,Mies,rsmltlrd6, n.m,YOnn pdpi:ei gedppeM ne,ipe,,'wpe udeddneC prii(pdhkd inlfigcekdRll tk erypddpeWpd eq fied nrdlk i:n,;'rdMx,& .slwge.awlidiwad ppug sid!kpe resp:sNx.d 480083 inirJdgn it+wt [wkclw ItleMsslMw WNpipe ptte[pr,l pectin dpe4iN.q Ggper Sdeh Mrwer;ItYiple#f Kr'dSCA dea:el*Pwilinien' intidnespe>eypd u.,wa,tlpdtvue, tesge,rips h,5,'.y.erri 1-6min*ctek" 4451 St. Lucie Blvd. pp. isr MpMNti,soet geedrynkrpw ly dl µtip pedrN.ikr,.Ileser[glrx i,hiMta!Hq ne,lpm,wup; 9rslew Etp,a drl wad». Aq spplltN ma; pt„ddbel.m1. Fort Pierce, FL 34046 Amheayl. Ramir:110.1. Rtinmidineal this dommeat, is any form, is prohibited without the written permission been A I Roof bosses Arthoay Litmha ill: 4.E. Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE V4 XR5SG4F9 CO2F Hip 1 1 A0047708 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Oct 18 15:18:10 2016 Page 1 I D:IhohHggcR5jfhi7ZLg 11oUyiKGA-hOVLv8MgQTTW nytOpl dNOsdTFYTsXfLrBXdgyS9GB i1-0-1?t 7-11-4 12-114 20-34 20r6r12 1-0-1Z 7-11-4 5-0-0 7-4-0 0T3-8 4x4 = 4x4 = 3x6 11 4x4 = 3x4 = 3x6 11 4x4 = 12-11-4 Dead Load Dell. = 3/16 in LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.22 9-10 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(TL) 0.43 9-10 560 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014(rP12007 Matrix -MS Weight: 102 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-3-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation Quide. REACTIONS. (lb/size) 10 = 874/0-7-4 (min. 0-1-8) 6 = 797/0-3-8 (min. 0-1-8) Max Horz 10 = 64(LC 12) Max Uplift 10 = 198(LC 8) 6 = 163(LC 13) Max Grav 10 = 874(LC 1) 6 = 797(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11 =-1 074/677, 3-11=-988/695, 3-4=-915/727, 4-12=-978/678, 5-12=-1059/663,2-10=-789/750, 5-6=-731 /645 BOT CHORD 9-10=-469/377, 8-9=-479/915, 7-8=-479/915 WEBS 2-9=-165/688, 5-7=-372/797 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=12ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3)-1-0-12 to 3-1-10, Exterior(2) 3-1-10 to 20-1-8 zone; end vertical left 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 nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 198 lb uplift at joint 10 and 163 lb uplift at joint 6. LOAD CASE(S) Standard Rndg-ikru aawSskrzdnt Ae•/A ro7i!mfiS{S!R1ErrDl13A1 IFtys I UADI0E15 r7ST0d,'WFrjAKV9JM0rbrr. lady wsipw Ms«exl we+nN'Last anp kd.ynDC;«b ldkry 1.Idak D!,tF.bm—Sia!dd.,- Ddrs AM'%'okd a ik IM,,dt Jkiri mnend Alarssidl k,sdfalr;DCakrdd. Astin;, D:sge hyweii.e. S rc.lr Egmx tle saiaufsgresmsww,pa d pdr swd uprcr oS rnrw:ddk tak ksgdlk seSi, trr: lepddaee l0@ ro« rnt r «sip .p;w,,leiy aMeixs. ,egn,ia Zt da.. iIkgrrddw UndwWMele rrM,kd"krdiq.wge .skl.tlr«ka:g sid! kra aspesMadd Mthony 7: T0083 l[I, P.E. YpD:s=8008 bt ahort er LuFL Blvd. Port Pierce, FL 34946 dpyriDM9291DAdRaofUrsses-Amioryl.ism5ol11,P.F. Reptrdrdtianalthis dorandrt,hsoy Won. isprr6i4iredwithootrAesrrinanpermissiea6onAIRoof 6rsses-ArtAoryf.hnhrlll:P.E. Job Truss Truss Type City Ply HOMES / SEAGATE v4 A0047709 XR5SG4F9 CO3F Hip 1 RYAN Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Oct 18 15:18:10 2016 Page 1 I D:IhohHggcR5jfhi7ZLg 1loUyiKGA-hOVLv8MgQTTWnytOpl dNOsdaxYUKXchr8XrjjgyS9GB 10-11-4 1-0.1 5-2-1 9-11-4 1 -5 15-8-7 20-3-4 20 12 4 4- 5-2-1 4-9-3 -6- 4-96-13 0-3-8 0-6-0 3x4 = 3x4 = 5x6 = 3x8 = 3x4 = 5x6 = LOADING SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.19 11-12 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) 0.49 11-12 491 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 Horz(TL) 0.03 9 n/a n/a BCDL 10.0 Code FBC2014rrPI2007 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B1: 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-3-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12 = 874/0-7-4 (min. 0-1-8) 9 = 797/0-3-8 (min. 0-1-8) Max Horz 12 = 77(LC 12) Max Uplift 12 = 211(LC 12) 9 = 178(LC 13) Max Grav 12 = 874(LC 1) 9 = 797(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-924/663, 4-5=-795/665, 5-6=-795/665, 6-7=-924/665, 2-12=-282/456 BOT CHORD 11-12=-664/927, 10-11=-623/858, 9-10=-623/858 WEBS 5-11=-207/422, 3-11=-200/346, 7-11 =-1 33/343, 3-12=-927/639, 7-9=-957/721 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=12ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3)-1-0-12 to 3-1-10, Exterior(2) 3-1-10 to 20-1-8 zone; end vertical left 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) 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 211 lb uplift at joint 12 and 178 lb uplift at joint 9. LOAD CASE(S) Standard Dead Load DeB. = 5/16 in PLATES GRIP MT20 244/190 Weight: 109 lb FT = 0 Mm"sg Fh.itl.w}11r rc.ati ke l I Po;'f itlSfS'SF EP:fEi3.ttl:lY56t.'1kd11LUSiItSr0ai7UP`rii[CK,ii[MILkT M.trtilt h,ip rCwM„at ml prt,nRatlrc„k9,Wtvy!IQ:`,md Nelalarl.IckilA,r!raNn, srta«„ea,,,,.,<r nd ,ra.,ar tkt,kracaryms sYlik<afkrd, rxak as asstr,:sh:sae[ya,a;,,!p;afrE.pee n:;da>zrra',s:<ass,nary,ampas.:n,i, .gr,:to,:amnnrmr,:a+e sndr r s: pr„n, toa vq a rnt cxa;p,,:..pa.,, newer ,.,ma+nc Anthony T. Tomta III, P.E. W,4,,sn:.M*4,ns„yoWltrd1.0—.,lkg.M:,A„nspesnW4D.V.nnwnaaisK6,ar4NAx~in,g,.ammfnss„aamToDofgoyaa.,:an,r.,:,:»mesy sipssV"mikX1M!Wkeretmnirya =80083 fn6,:Ihq Ms}erne[.rt,da..aahs—da WKsift pac%esaf pauas d t bi&q ,enl khn hWv I %pIX:41 k 1: wI Stu nsde eew W.0 pate tnt,dress,msp,sa unwanesamkr., e:sipe,',,,s oeup4?,n W inu V ftw.. ann 4451 St. Lucie Blvd. dn.n. Mmdh.iaaatepai,p,nnmm f,.,N erna nakst rek.,,mdphpktah.EO.kagfesipm_ 1 s,4"t.P. a a a fdimr A afeac.e ror;n,s ddW n Th t. Fort Pierce, FL 34946 aipight97gISA-1 Real rnsses Anthony i.lemho lR, P.F. Repuiudioa of this duamtt, iaay form,isp,ohlild xithoet'1ro.tittea ie,missiaa han hd foolLesszs-Aalhoay T.Ianha lR: P.I. Job Truss Truss Type Oty Ply RYAN HOMES / SEAGATE v4 XR5SG4F9 CJ1 Corner Jack 4 1 A0047710 Job Reference (optional) Kuur n usses, run meroe, rL 34946, Des,gn@a m DM Run: 8.020 s Aug 31 201(5 Print: B.020 s Aug 31 2016 MiTek Industries, Inc. Tue Oct 18 15:18:11 2016 Page 1 ID: UumEBPzQXokuwJ2P5W?E2TyuP 1 h-9C3j6UMSAnbNO6SCNk8cw39rjyyAGCi_NBaGF6yS9GA 1-0-0 0-11-11 1-0-0 0-11-11 2x4 = 0-8-3 0-11-11 0-8-3 0-3-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/-rP12007 Matrix -MP Weight: 5 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 0-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 8/Mechanical 2 = 130/0-8-0 (min. 0-1-8) 4 = 1/Mechanical Max Horz 2 = 35(LC 8) Max Uplift 3 = 4(LC 12) 2 = 71(LC 8) 4 = 1(LC 1) Max Grav 3 = 8(LC 22) 2 = 130(LC 1) 4 = 13(LC 8) 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=13ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) zone;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 4 lb uplift at joint 3, 71 lb uplift at joint 2 and 1 lb uplift at joint 4. LOAD CASE(S) Standard x n.p{Ir reei,r ne'II N:I?tr:S3; SF1Y 5EE3It IiWS a JkM1ii$ iJf!OMI-tA1;Yf 1[CEffbCll:F1' ke. IerNr +qr µ!w,c d red,t re't Intt Rfip Ortry;IM"1 W M lenq I. t,.lt AI.1,;', Ihn;r Sia!tdtte n. @dos dM'•iu CtlN u ne IA, tde Wt35 (rmMlb dAs ir•,e,f,Et«aibbnk tdd Isrltns D.F Eq., ii.c. 4.0y E.Pen, me APII( Wgrn.rsa,r:tpx dMpgtssi.dlwl,Mwi pl.nlnn 1. n, kup d k,.j, 1- d"'ood. ne tOD 1,-.0111 het w<, Isim k.,:a'Wdy W.ud 0.0-0.. hdignd.,,s,.,LbM dho,wb..a,dr.m9•n«a.ww,o,:w.,Ix Mr. I'.l..wy.&w IN 1. we IdlN ma.d ru dn, e.u, na.e r -.im. .k sy;,.m w d Anthony T. Tombo III, P.E. n,a;wgbsp wt.r.mlp,dessr,n.rxtbbw `^ 1e' ^ M a p w r m 480083puaresnlptiebutdlwkile.w Ggned SdehW row M9lpeNAel lr lr alSCAn dn .e, lr pond pilu,. tP4lednesW rzsprsniniwr a/Aa,sdMLrs,U:s:1re:.,ns keg, h3inn ai loss Mndra««.d Mips,MW hr:,mn,pMpnkv na hdlptin nNd. tie lro,sln!r Gra,«is 191MidUlq bnipn:nL.t kme E,prondm, n wq. Irsgaacd m:; n, rsabw.ml. 4451 St. Lucie Blvd. Zt Fort Pierce, FL 34046Oipigbt9lQliAIlaoiLrssaslaAooyLiombo111: P.F. Reproiuniaa of tbisdorowen, ie my torn, is pobibBel wdfiout Aswrinen pewissiw Iron A -I loaf LrssdsAatboq i.lanbr ill: P.E. Job Truss Truss Type aty Ply RYAN HOMES / SEAGATE V4 A0047711 XR5SG4F9 CJ1 F Comer Jack g 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014ITP12007 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 0-10-15 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 = 161/0-7-4 (min.0-1-8) 3 = 26/Mechanical 4 = 2/Mechanical Max Horz 3 = 52(LC 9) Max Uplift 5 = 94(LC 8) 3 = 31(LC 19) 4 = 7(LC 19) Max Grav 5 = 161(LC 1) 3 = 39(LC 9) 4 = 15(LC 9) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-178/434 NOTES- 1) Wind: ASCE 7-10; VuIt=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=9ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) zone; end vertical 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. Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Oct 18 15:18:12 2016 Page 1 ID:agpjYE3xuP8oBiIH6PrSYazz2of-dOd5KgN4x4jEOF1 PxRfrTHi?MMH??fy8crKgnZyS9G9 1-0-12 0-10-15 J r 1-0-12 0-10-15 5.00 1.5x4 II 0-10-15 00-10-15-15 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TC 0.23 Vert(LL) 0.00 5 999 240 MT20 244/190 BC 0.05 Vert(TL) 0.00 5 999 180 WB 0.00 Horz(TL) 0.00 5 n/a n/a Matrix -MR Weight: 6 lb FT = 0% 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 94 lb uplift at joint 5, 31 lb uplift at joint 3 and 7 lb uplift at joint 4. LOAD CASE(S) Standard veal -ram a.rqu. ram, WA i mol lass ^u; r;.03M lion ctoo. W, IAI3F lltl[M111" f.11-IN4 dd. if eltr,5ge4 hm.ii._Swa17 Ef 0e;d w ag lg"rfyrt:Me44y t, d V.,A;SWl Yp qfA ,tspi!Wde k4 dhioj,iM;14dWP1k 10W1,— M 1. Ik kiylai3se;, aiy-bul.,amam Anthony T. Tombo 111, P.E. dnedk r, , A.rad r tA,nr.,Feu,dtita..w.ru.M•,edawverytx.w,u oh ,,e Wendao;,e<oamA,bdki ky„kmml.n.ypwdewmoWnr-u.,rtaln,t: gk ,aq,..dd.a.Wk.yw kkn:pemama -L 80083 rklfeg0•siprd[ W!drt ItlWesseNelklgCdAep+mm'dpld ddkddq[.PMSa4lrNaw %Sljp"fk M..dSIA—ftvAfps"pW ml4451 St. Lucie Blvd. aAnvm aAal h a iWstap W qm v nde. h, wl coded. Ik In.t &cp Cymn is /i1 d kilq aesipa, a Liu Side hryw dm, bxllq. la eyldeN e,s wr n dAd e'r4I. Zt Fort Pierce, FL 34-p do opyrigh192Rld A -I laatLosses- knitonyL Imbe IR, P.F. Repodoni-M at this dommbat,in mytorm, is prohibited withaoliewrivan geneissiaahom A -I Roof Gessn AathooyLlamboll6F.1, Job Truss Qty Ply RYAN HOMES / SEAGATE v4XR5SG4F9CJ3AFFrussTypeerJack11 A0047712 Job Reference (optional) t moor Trusses, Fort Pierce, FL 34946, design (rnaItruss.com 1.5x Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Oct 18 15:18:12 2016 Page 1 I D: UumEBPzQXokuwJ2P5W?E2TyuP1 h-dOd5KgN4x4jEOF t PxRfrTHiOFM Hp?fy8crKgnZyS9G9 2-7-3 2-7-3 5.00 12 1.5x4 II 2-7-3 2-7-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 3-4 999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) 0.00 3-4 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014lfP12007 Matrix -MR Weight: 10 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 2-7-3 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) 4 = 96/0-3-8 (min. 0-1-8) 2 = 68/Mechanical 3 = 27/Mechanical Max Horz 2 = 43(LC 12) Max Uplift 4 = 37(LC 12) 2 = 27(LC 12) Max Grav 4 = 96(LC 1) 2 = 68(LC 1) 3 = 46(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=10ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) zone;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 37 lb uplift at joint 4 and 27 lb uplift at joint 2. LOAD CASE(S) Standard ZtParer Fl Mrrgllrrtwry M'1110M lt13eg 5i_'J'; in3At l(W76 aOm;7S;JS'OYrWf:Y; 3L[F'iif65Y[kl'Ms. tails hip r W, pi rnl wi a bs I—ksip D"AR Ip:dM/rbwr L fork Ill, t.. WME Siw. Mre MCek M is PAel M!t-0, M/ fntsisa.eaa slarssisRkrsd WMTORakrt4 As lrs Cesar iq®eai a !p;;nkr Eyime{Msrslwart ihi s4rtaDsmae rsftk pat saxlsgMagrzsysxdskrM MksipAkserls Un I4 n MlbBmlt aia 1141 txesip pke 4Abr arMmc. maawm Anthony T. Tombo III, P.E. oe.seasx s.raayaaa,p.w:ImaMn.x•.Mu..a'sa+.ssayraaMruyo,;y,,. swnaMc..Marws.gad„yc,artnl_Myr..aoMwm.;rw o&Tm:W""hdnq. .'. 1Mw iiio.' Wk sp.eedti -80063MN:11gk a ae (mkala 1l roles u!wtm M1CCMMpxim eq pieelendM Mlta{GgmalStehhMamu;msq piaJethtR dSlCl ae eda yfrperi piprcr. llFlaMrcM aspas4uAn WkaesA MLn,Ceapa,lmsk ip apae wi lrtssMmWaa. edess eMrise mNtlkaiMm Rme qnb nMe/!d rekf amFd. la Grs kssp rgsnnFilMkiHiq kcipa:•Lns Snag Erpwa asn, axlsy. sa:epaub urs: amn/dx1smL 4451 St. Lucie Blvd. oryriRht V 2014411WNsses-knhoay 1.Tanbo111,11 Rersadunin of this dolumeale in any6en, is rroh1heininon rermissiaa[to.A-1 hafTnsses- ArAoay I. Innbo ill; P.L Fort Pierce, FL 34946 Job Truss Truss Type Oy RYAN HOMES / SEAGATE V4 A0047713 XR5SG4F9 CJ3F Comer Jack 97 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, designLal truss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Oct 18 15:18:13 2016 Page 1 ID:UumEBPzQXokuwJ2P5W?E2TyuP1 h-5aBTXAOiiOr5ePcbU9A4?UFBhmcOk6CHrV3NJ?yS9GB 1-0-12 2-10-15 1-0-12 2-10-15 1.5x4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.01 4-5 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(TL) 0.01 4-5 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix -MR Weight: 12 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 2-10-15 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 = 197/0-74 (min. 0-1-8) 3 = 66/Mechanical 4 = 26/Mechanical Max Horz 3 = 88(LC 9) Max Uplift 5 = 145(LC 8) 3 = 27(LC 12) 4 = 29(LC 8) Max Grav 5 = 197(LC 1) 3 = 66(LC 1) 4 = 51(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-205/338 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; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2)-1-0-12 to 1-11-4, Interior(1) 1-114 to 2-10-3 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 145 lb uplift at joint 5, 27 lb uplift at joint 3 and 29 lb uplift at joint 4. LOAD CASE(S) Standard pin t+hrre,r.•Arroa,rays'rs,"AiJ;"s[c3Alrvsc,meinuos,nom-rarr;iwee:[ASAt{Aram rn Mh,hxaredac.,,mAmrt,aaa,o-,,,aedpgm.pna t.daAMwrl.r,.kiA:rtrda,.,smrkm,n• kkt,dkaix,zld,nm,rar.wr IAleecosaw tlenss9dlknelk4k'CCHkrdl A,zrn:. Rua Equ+a:e,4eaM[zpmar`me,sdmmr rae«paMsm,rgea dli,rydt:snml aSiAre:iq:esrm:OiM1hMR, ksipolk satlet;kpixdmlk ldhegw wrr ays ,a,,im r, dai sseawm Anthony T. Tombo III, P.E. W, dM' insb:anidmrdlikmrm,uimdkrg.x.MC.xrseaMmngeknpe{e:umpU:ra,u24wkndnr9Llleil(ol/abd'a.gsdedrflt rkeeq,rddner dsyfieN eddrrnss.aa.tnykedy,4psul.m.wkaysNlkk .xiurtrd =80083 M kliy D• jaree k,saM,. A®mh, sei,dnfG eC W ft po6im,WVids sd lk 101t, a:ed sdea Hand'a, NS11pNakl k IF. M SKA e,:daerd M 1-0 pdo„ In l arnn, au,dxu:,tea, rns 1e.*Eq.. Wlreu pmnnaa. wn, "51 St. Lucie Blvd. mam,«rmk,:.am.ap.a.,m.yaruua.rdd.lRm., en p[graarrr sruy s,sipa,.l:,:, srsa. [gwad wrAiq. ,w aµw.w .,.,nd,e,da•nl. Fort Pierce, FL 34946 yyrighr".J'2NId A -I laoi lnsszs Aothaoy i.lomho 111;7.E. Itpoduniao of this dwomen,inenyfo,m, isprehilikdwnhouttk ainen rermissieo hem Ad laal hosses-Aethooy L lamb -III; P.E. Job Truss Truss Type City HOMES / SEAGATE v4XR5SG4F9CJ5AFComerJack17P1YRYAN1A0047714Referenceoptional) Al hoot Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 312016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Oct 18 15:18:13 2016 Page 1 ID:UumEBPzQXokuwJ2P5W?E2TyuP1h-5aBTXAOiiOr5ePcbU9A4?UF4amZok6CHrV3NJ?yS9G8 4-7-3 4-7-3 F1 3x3 3x3 11 4-7-3 473 Plate Offsets (X,Y)— 4:0-1-8 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.03 3-4 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(TL) 0.05 3-4 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.06 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MR Weight: 16 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 4-7-3 oc pudins, except end verticals. BOTCHORD 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) 4 = 17610-3-8 (min. 0-1-8) 2 = 124/Mechanical 3 = 52/Mechanical Max Horz 2 = 79(LC 12) Max Uplift 4 = 68(LC 12) 2 = 47(LC 12) Max Grav 4 = 176(LC 1) 2 = 124(LC 1) 3 = 84(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-140/367 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=1Oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) zone;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 68 lb uplift at joint 4 and 47 Ib uplift at joint 2. LOAD CASE(S) Standard O.4-nnuo«w¢N reelerC rtls;y'y[[r;;FMFMt[?60100m[m?OY,'Im7jf[C6iYnLKYEir k«. IrMt blip r«wd«+N:NNesrgs Innk!ip Onrgp00;Nlk kNrn I. T kN,1[.Id«n,'s Siee!kdme.v. kkn aM•iusW/n Ce [Lt rq iAtrk—W0&1!!d[kesetfok'tCNkral l!t1nss0Wiicee o", a7 Gsnetrlll:!dmtq l6S repesmsm«;rpsra „ar:swa NrrnpuAlFNMtrksy9dlk s«ph.lggx«tle 1DD lrN to t.r«xgrx spx,Ndur rrh ut, umtta, Anthony T. Tombo III, P.E. N.xdk rnss W. tktly toknsrxsi ir, dlk 0.,Ik 0—%eM k'—N k0lNr Ony ,kde uded dkt ft.,Nr lOr Nik lnl kIbtnkN RII M1t rq,n IaM NIN«t fieN ade rnst,'mtlwy ksdy 1 qe esNlxYgNk gsid k!e e:tnsNNitid 80083 kuueyo I«mi[m5at«. tn«rt nM. kioe rare paws NPa an klu oq«nl tgro«n nsltpseaethtrN rur d«rxwrmea pit tnlefi,!n 2 wuN,Nan san tr,., xzPe rsso m e narinssu.ka,«an 4451 St. Lucie 13hrd. rM«iN ataxN t [mom grNtp b nmre Ir x t«k! NnhtA ik rn,! oxw [y4e n t:rm kla o«I«, «r!!; s?a« IryMa d mr t ukr. sa:ylNmx nr:..r n tdNx a m.l. gyri9hr 9 1Qlh A -I R>al lnssts Aehooy E.lambo llO.E. Itiimlidam of this darmrw, i—y form, is rrohi itni without [he aintrr rtrmissi. hon A -I hao[ Bosses-Aothoq 1.lam5e 111: M. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE v4 A0047715 XR5SG4F9 CJ5F Comer Jack 7 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Oct 18 15:18:14 2016 Page 1 ID: UumEBPzQXokuwJ2P5W?E2TyuP1 h-ZnlrlWPKTizxFZB n2shJYinGyAsBTZSQ39pxsRyS9G7 1-0-12 4-10-15 1-0-12 4-10-15 2x4 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 0.54 Vert(LL) 0.10 4-5 585 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(TL) 0.08 4-5 748 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.07 5 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix -MR Weight: 18 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 4-10-15 oc puriins, 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 = 270/0-7-4 (min.0-1-8) 3 = 126/Mechanical 4 = 53/Mechanical Max Horz 3 = 118(LC 9) Max Uplift 5 = 195(LC 8) 3 = 53(LC 12) 4 = 54(LC 8) Max Grav 5 = 270(LC 1) 3 = 126(LC 1) 4 = 89(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-269/368 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-0-12 to 1-11-4,Interior(1) 1-11-4 to 4-10-3 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 195 lb uplift at joint 5, 53 lb uplift at joint 3 and 54 lb uplift at joint 4. LOAD CASE(S) Standard flea np..dsrrcxr WA I IN imSSS S(U(Y;,;1K3111IRS 6( ONIS fJ510Yr WTI LL¢C;CENA ,bs. InXIMip px+rM, at nd wn,riti, Irnsdsiy,Wrry!I;WMldwrl(.ck lt;lElehre.,fi+kMe.u. Cekss dnritt mJ<lane iLA,alt l4AkeexAe sass sidikss,ikne iCCpkrdd. ssryrrs Uesasfyneer,j.e..Sle:uAr[smusr:ae,warsDB repe,rnsmK:rpxedMpdr;sm+legnettyrnlm:i6rinrMkkvpdee. wsk im., kpiaelm ralMulr.mier IN Anthony T. Tombo III, P.E. e minedn Lruf..'Wdre fk Insuuit,Of.0.er,ArWqW. M kWgDni",:deud.ddn'll"M1KWimkrcl lln}ukm(tfll QeeW..IdsN1m1a4r;fieNrudnrhns,nMigk mpksW4wawk.4adkder,4msiO4ry4 a 80083 ne4ily D•sipae (x9aMr shah, sel M's n:lOC N9x prGses.N puelvn dtleMdP.q(epeelS#h Mauew;NS(Idp,kt Ns. rN SiG e, rdeerNkpanl pMa.ltFs ed'nake nsprutigeesWAtiesdne Lrs sipe.:,msBnip:ya«rd lnc, rmad+«, nkss 44515t. Lucie Blvd. snariu aAMks(tlalgmi gmnnbg F, dl iuha hrd,d lm fmn ksip[gwuis F,l de irHiq tlesipa,a Lru<.rshs lepsa drg ldtgg. lA my#IeN m:: aendihNnfil. Fort Pierce, FL 34946 ryyridN97pl4 A I Iaot Urssxs Antiohy i.lamSo lli, p,E. Reprdunian of r6is dwumeni, in eny hrm. ispro6ilud xOMout!k,ninen pnrmissianham 6 l laolUrssa-drsYoeyLlanEo lll: i.E. Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE v4 XR5SG4F9 D05F Half Hip Girder 1 1 A0047716 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Oct 18 15:18:15 2016 I D:IhohHggcRSjfhi7ZLg 1 IoUyiKGA-1 zJEysQzE?5otjl_caDY4vKU HZDOCwBa IpYU( 1-0-121 4-11-4 9-3-4 13-74 - , 4-4-0 1.5x4 II axv = sxa = 1.5x4 11 4-11-4 13-7-4 LOADING SPACING- 2-0-0 CS'. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.02 7-8 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(TL) 0.06 7-8 999 180 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Weight: 78 Ito 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 54-14 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) 6 = 907/0-4-0 (min.0-1-8) 9 = 866/0-7-4 (min. 0-1-8) Max Horz 9 = 107(LC 20) Max Uplift 6 = 149(LC 5) 9 = 166(LC 4) Max Grav 6 = 907(LC 1) 9 = 866(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1086/174, 3-10=-911/156, 4-1 0=-911/156, 4-11 =-911/156, 11-12=-911/156, 5-12=-911/156, 5-6=-832/178, 2-9=-817/188 BOT CHORD 8-13=-179/945, 7-13=-179/945 WEBS 4-7=-466/180, 5-7=-191/1102, 2-8=-87/862 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=11ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); end vertical left 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 3-6-0 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 6 and 166 lb uplift at joint 9. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 156 lb down and 154 lb up at 4-11-4, 67 lb down and 50 lb up at 7-0-0, 67 lb down and 50 lb up at 9-0-0, and 67 lb down and 50 lb up at 11-0-0, and 67 lb down and 50 lb up at 12-2-0 on top chord, and 117 lb down at 4-11-4, 50 lb down at 7-0-0, 50 lb down at 9-0-0, and 50 lb down at 11-0-0, and 50 lb down at 12-2-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 3=-156(F) 8=-79(F) 4=-67(F) 7=-33(F) 10=-67(F) 11=-67(F) 12=-67(F)13=-33(F) 14=-33(F) 15=-33(F) wwdq fine dwrmhredn rx'kt ipr,,[rgycy+,yi; ;r'; eFt3A11lYSE: MIICIS(iIS10Yil8fr}2[CSii;[B:Y:krMe. lri¢bfip pmMr Wrx1 is Otis inn kripbrtry{IP';WWId" 1.Twit lrtri. trlcna Sk#M.. re. [dresdMriunh/rlEelW, rdr Wlzksmmw llmsskllke ei in Yh'7CwNsdA lselm:s U:s Eej xie,<ry;T EePr°';tk:edmmr,'Fi'mresmsrr;srcr dkepm:sYwl eep.rrgr.:ryrddih k•Yt trslpdksk/st :Irythlaaw tob yre iflt r,xrge .pars. Wss'mluwc sdkltat Anthony T. Tonsbo III, P.E. rl.sedw ns M. W169 Ye t sWlm dM bree,k Cron rlkr rgednik WYr3 W..iger,ule wkn dwe Y:, dem 1lx iwlk YyM+W lrri. tk etpnd dke NlWpWd uAMF.n,'udeue96relrq. Mep ssklSnee rt kwq sad.kM nspesiitlbld 3 80083 Ile UiYgk pr ri temenw ltl odes sr edYlk l6C eN tlx pr'wts rl pelorsdhe kild G Ifdeh Nwauiw;M5Gid4sklkRWNGn dearUbpwrd pifus ir4l ed'nec Ye nsp.sMNin MQIk:dMlrr.. usisnr.:.ns or.4a:ywerinss ma.:kru.wrs 4451 St. Lucie Blvd. tdurYe rrmelk a ieralepergr Y nma h, dl rytiee k»Yy. Ik hsn Msw [ywa is o;i Ye 6xYiq &sips, wLns 4new [e ei dm, klYw'. 39 «pwl'cel mes we es /mrl rc Rsl. Oryright 7QldAlAnal UYsses Ambony 1. ionbo lih i.E. Atrradomian olmis dosomen,innmy fire, is pobilited wdout fl*wtimrn remission from Ad Wanes Aatbonyl.lorboliI.M. fort Pierce, FL 34946 Job Truss Truss Type Qty Plv HOMES / SEAGATE v4 A0047717 XR5SG4F9 D06F Half Hip 1 1 RYAN Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Oct 18 15:18:15 2016 Page 1 ID: UumEBPzQXokuwJ2P5W?E2TyuP1 h-1 zJ EysQzE?5otjl_raDY4vKOHZDGCxCa IpYUOtyS9G6 1-12 6-11-4 I 13-1-4 13- 12 1-:2 6-11-4 6-2-0 0-3-8 44 = 10 3x4 = 3x4 II 4x8 = '.oxv 11 Dead Load Dell. = 1/16 in 6-11-4 6-114 I 12-6-6 5-7-2-1 134-12 d3-1-4 i 0-3-8 Plate Offsets (X Y)— 2:0-3-0 0-1-12] [3:0-2-4 0-2-0] 7:0-2-8 0-1-81 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.06 6-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(TL) 0.15 6-7 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.35 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix -MS Weight: 74 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-6-8 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 = 509/0-3-8 (min. 0-1-8) 7 = 588/0-7-4 (min. 0-1-8) Max Horz 7 = 134(LC 9) Max Uplift 5 = 149(LC 9) 7 = 133(LC 12) Max Grav 5 = 509(LC 1) 7 = 588(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-582/259, 8-9=-513/268, 3-9=-497/282, 3-10=-446/328, 4-10=-446/328, 4-5=-461/382, 2-7=-522/411 BOT CHORD 6-7=-471 /303 WEBS 3-6=-187/275, 4-6=-377/511 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=11ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-0-12 to 3-1-10,Interior(1) 3-1-10 to 6-11-4, Exterior(2) 6-11-4 to 12-11-8 zone; end vertical left exposed;C-C for members and forces 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 nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint 5 and 133 lb uplift at joint 7. LOAD CASE(S) Standard weraE-Hnu On..¢li mev t1e'6I 18T t11'M V--Er RK3Ai RlA6iwonas Nv0Yto. r.E.lef—s r.lod. .u. kk:: Nnvlu!zMnne lw.«h wTwona s.go+udlk.uls.M'm' 41da. At. he""Est— #.aStudy [q«w,As!d.MW gr,!ms.w;w—f0,pmj mo,gA.igrmn+eamratimtrapolk germ:lq at w<]Do It, kTRl. rxu!op .w6r1udm.,,"m kor AnthonyT. Tornbo llI, P.E. w.!.dn , w!:n:.nays.l:n...y..!simdro..«,o+..r!,:..q,m.n keugon;!,..x!wandti!a;.rkie<wtb:d:u y..n nii. negr.,drn!m®w.ru s<dx.h.ss:hdK,gk.aq!r...mio..dkaudktr.:µ.!nwd 4 80083 gek.Nq aup?er me[dr.mr tllmles snM.IkibCdtlz sal pvdsesdrieknlq(.mpmlSahh M.iweu;HSnµlh:keN(IIWSxl cede dWp.dpd..r tar.sn..,ym!wa.n.!du:E!.:,;..,!k:q. E..r.hiR!!rah;m<..d.rs 44515t. Lucie Blvd. Maio efiwlN. i!et.pWgmk nmgg dl pAm'.nheA l'e ins!kua Equ.e nl i 1r11iy Resilw,whns 5rd.w Ndna dmyhlhr. lW;gnieN nre;.orddbN s.'NL Fort Pierce, FL 34046 opriRM9210%AIRootlasses - Amhony1.lamboIII: P.E. RepteivaioealtiffssuamnLinsayform, isp!.iltlelwilhntther+rinen?"missio.honA-IRaattnsset Ao*mryLlamb.11I;.L Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE V4 A0047718 XR5SG4F9 D07F Half Hip 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Oct 18 15:18:16 2016 Page 1 ID:UumEBPzQXokuwJ2P5W?E2TyuP1 h-V9sc9BQb?JDNtKAAHknd7teDzZ_xKH]XTI1wKyS9G5 1-1-0-12 6-4-8 8-11-4 13-1-4 13r4r12 1-0-12 6-4-8 2-6-12 4-2-0 0-318 3x4 = 3x4 = Dead Load Defl. = 1116 in 1.5x4 11 4x4 = 4x4 = 13-4-12 1 64-8 8-114 12-6 6 13-ty1 , fr-4A 2-6-12 3-7-2 £-i Plate Offsets (X Y)— [2:0-1-8 0-1-8] [4:0-2-00-2-11] [6:0-1-8 0-2-81 LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.05 6-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(TL) 0.12 6-7 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.62 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014rTP12007 Matrix -MS Weight: 75 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-8-6 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 6 = 509/0-3-8 (min. 0-1-8) 8 = 588/0-7-4 (min. 0-1-8) Max Horz 8 = 165(LC 12) Max Uplift 6 = 145(LC 9) 8 = 133(LC 12) Max Grav 6 = 509(LC 1) 8 = 588(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 9=-634/290, 3-9=-504/302, 2- 8=-532/373 BOT CHORD 7- 8=-369/245, 6-7=-449/525 WEBS 3- 6=-571 /490. 2-7=-81 /412 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=12ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-0-12 to 3-1-10,Interior(1) 3-1-10 to 8-11-4, Exterior(2) 8-11-4 to 12-11-8 zone; end vertical left exposed;C-C for members and forces & 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 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-M 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 145 lb uplift at joint 6 and 133 lb uplift at joint 8. LOAD CASE(S) Standard p- NtnelWegdrreay.tie'l1N:ElIISSS,'SC`SE%eEC3A31IMS6[A':01116i7410Yi r9€C i[CF.YtIPNIFki hrs. to tip &-m, W,.1.*, . W, lnnksip dtry!1MW MYMr l.lsk 111.F!. Itknn Si.. kw,- kkes A.—'.W a kt lq.Wrt Niiriear mxrlars,ieAkuelixW'6Cnkraq is rlru,Dsra EWaa,#e,spodyIn—',,6-1nsr7rWvm'mn:gm, dkt pdtsaxlksp d4snr4 T- kpN n Re!D Ir W. IN Nk ip -prow, Annr udpu,. sddirm Anthony T. Tornbo III, P.E. WnedA-1 ken klPSml llenNl,ib llhdWOrm, kt Dwn eNwuNgwG t, ne iidig Deup,. n'b k4ndnt0 qe qE IMk.d'ilagtdeWlirl. Ne gpnaaMlDl el nrfiN dde lass. kdknykp}ayA pt ass ltDwwknws sul ltYrtyoesiWit!d s. 80083 th tnlAgktipn ue(wnu9,. 4gean srw.pe IDC rdtrpsnte: Npaanrsdnekl0µ6geeetSdeh liialiw xsn Nll,klhlr I}ra.r awtwN>rpoyapN t iPLteNnssltensN„YImn W6nesdlk ln,k;:n, k:p:giweW m„Yah;Iwu.Nns 4451 St. Lucie Blvd. rArri kfmNNritlnlgtW Nna ntnq KalN,araeN lklnss Dnia Fqutxnl;tlle kalliq Bnipa, inns srnu hpwad ,n:llig. dl:gWVN wn, arnddkrlw Tt. Zt FortPierce, FL 34-o 46 bpyrihht01D16 AA Roof Gasses-Anioey 1. Iamb. M P.E. Aeprdoaion of this locomen,i—y hw is prokikittiwithoul it written pemissinn Roo AI fooflosses - Aotay T. 1an6a lll: P.E. Job Truss Truss Type Qty Ply HOMES /SEAGATE V4XR5SG4F9E06Common11A0047719 AN Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Oct 18 15:18:16 2016 Page 1 ID:UumEBPzQXokuwJ2P5W?E2TyuP1h-V9sc9BQb?JDfVtKAAHknd7tbUzbPxQKjXT11wKyS9G5 1-0-0 1-7-12 4.4-0 7-0-4 8 8-0 9-8-0 1-0-0 1-7-12 2-8-4 2-8 4 1-7-12 1-0-0 3x4 = 4 5.00 12 16 17 1.5x4 II 1.5x4 II 5 3 6 2 7 to 2x4 = 9 8 2x4 = 3x6 II 3x6 II A-0 1- -12 7-0-4 72 0 8-8 8- 1 6-0 0- - 2 5-4-8 0- 2 1-2-8 3- Plate Offsets (X Y)— [2:0-0-2 Edge] [4:0-2-0 Edge] [6:0-0-2 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.04 8-9 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(TL) 0.04 8-9 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(TL) 0.00 8 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix -MP Weight: 32 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9 = 407/0-3-8 (min. 0-1-8) 8 = 407/0-3-8 (min. 0-1-8) Max Horz 9 = 35(LC 17) Max Uplift 9 = 201(LC 12) 8 = 201(LC 13) Max Grav 9 = 407(LC 1) 8 = 407(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-9=-3361777, 5-8=-336/777 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=14ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS envelope) and C-C Comer(3) -1-0-0 to 3-2-6, Exterior(2) 3-2-6 to 4-4-0, Comer(3) 44-0 to 8-8-0 zone;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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 201 lb uplift at joint 9 and 201 lb uplift at joint 8. LOAD CASE(S) Standard Ztft. ay 41uudee.4drre»eti fie*A I MOi TMISS.3 NS n03AI PEW& RIf0IM75CUSTOM1,* dn', Krn. drzN dh,.%, lrnsdsip dF»'nr!1PI;WM4leq t.IwN ql;!E. idsn;r SirF. kd.e.v_ Cdsn MM•iu:xtelaMe tEB.W INsksorar yarsmuse.u(m: !toe.r.dd. s.I!nssnip tq eiie, 5rnnlg hlNnrp.M:Maa(t00 sepe:msnw rE.dmpdesux e.peniiy rnp.:aa:n m ro!kspdksesk he:: (p e. ostoo nh. delntr Nsy. ns..p,es, 4Nnr uddiws, wmYdA[. Anthony T. Tornbo IIl, P.E. d. ud45' ss tna+r Addy isMrtynsu liryd40».r.,k C»w adim Nq.dnM InNerO;pe.,a4e uded dhs q(,tle lxdhl.bihiq ded ttt 1. Ile eryrt da!he lPOd at Xe4 doe rnn,iMdgbdre. slee¢,mW'u9ndkwry sAd'klk!r:pesiwlRtd -i 80083 WI" W"Oip—i(.k.*ulnles sei.d a N IN., pa0m IpieelYndsh hil6q(gxnlSde¢M!aawMNildMk/h It'd l(M1 re deu!NMpoed {dk. intidnn k nspeslRwsdMiesd.st-;ses; .'ninon ;pnndlmsx !u .dns 44515t. Lucie Blvd. Mn» ns wkdh.ipoatrydpnR nO.e ydl rsOn q.drN tkhns sesw EqueisF tMsdny snipe..r!ns Assn Gpaedm,.kNi.r dA:gWi:Nnrssnntd'm/ums. Fort Pierce, FL 34946 otyris6- 02016 A -I 1301,Esses- AsIboy L losnho III, P.E. tea!dmioe at this do(.met,i—y WEE, is prohibited wnhomAe•siRentormissi..honA-I 11m16.ssas-"O.y I. torah. III; P,I, Job Truss Truss Type Oty Ply RYAN HOMES / SEAGATE v4 XR5SG4F9 E09 Hip Girder 1 1 A0047720 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Oct 18 15:18:17 2016 Page 1 I D:I hohHggcR5jfhi7ZLg 1 IoUyiKGA-_MQ_NXRDmdLW61 vMj?FOAKPrTNyLgv9tl71 bTmyS9G4 1-0-0 1-7-12 3-0-0 5-8-0 7-0 4 8-5-0 1-0-0 1-7-12 1:41 2-8-0 1-4-4 1-7-12 4x4 = 1.5x4 II 1.Sx4 II 12 3-0-0 5-8-0 7-0-4 72 0 8-4-8 -8- 1-0-0 0- - 2 1-4-4 2-8-0 1 4 4 0- - 2 1-2-8 -3- LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.27 Vert(LL) 0.03 10-11 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(TL) 0.03 10-11 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.07 Horz(TL) 0.00 9 n/a n/a BCDL 10.0 Code FBC2014rFP12007 Matrix -MP Weight: 34 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12 = 356/0-3-8 (min. 0-1-8) 9 = 356/0-3-8 (min. 0-1-8) Max Horz 12 = 27(LC 35) Max Uplift 12 = 364(LC 8) 9 = 364(LC 9) Max Grav 12 = 409(LC 43) 9 = 409(LC 42) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-264/360, 3-4=-252/373, 4-19=-206/332, 5-19=-206/332, 5-6=-252/373, 6-7=-264/360 BOT CHORD 2-12=-323/289,11-12=-322/286, 11-20=-329/291, 10-20=-329/291, 9-10=-323/289, 7-9=-323/289 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=14ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS envelope); 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 364 lb uplift at joint 12 and 364 lb uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 158 Ib down and 184 lb up at 3-0-0, and 57 lb down and 65 lb up at 4-4-0, and 158 lb down and 184 lb up at 5-8-0 on top chord, and 39 lb down and 128 lb up at 3-0-0, and 18 lb down and 45 lb up at 4-4-0, and 39 lb down and 128 lb up at 5-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plo Vert: 1-4=-60, 4-5=-60, 5-8=-60, 13-16=-20 Concentrated Loads (lb) Vert: 4=34(F)5=34(F)11=30(F)10=30(F)19=-11(F) 20=-17(F) mngry-Htmt n..Nl. aek.+ Set I SDM !W.%, va rF.TI.Em rIA a LAININm r7slON i'fDr-Yi YCG i_tDiYEeI' Ms. radt kigt mdet si ae/ mes tetis lax kdp BarigilDC; W b rdltry 1.letk IN; t.E. kfana Skt•Mre.u_ kkn dinriu tnid r M ln. bt Wisiaemw times satikesdfal+DCgk edH. isalmsDesizErn{e,Spdry[epee°•, Ilenripr, i'rgrtwnrn:r rd Mi de uad iy rn9k:diihtxtkksyndlesn/a tro. ly datlelDDali wnifli Ikkpn."t 4rtns rulutiu ufie:mteNneddtuskemkAlaBOti'-uY IBtdMDm kdru%s Mmsk°pen Me MN'uryB ge, u'Se une. dke iM dr lit of nt Wl -IUgnF ae lfli Re eernddke lDB tei ea fieN• dWl. fs;-Get krlist In Nl.din -hw Nikk ndnd AnthonyTom. 80083TombIII, R.E. M NINq D.iprem [xnaAe. 111ed sn Msik IDCMNe Iae'rased paegmsdl#Niltgfepmd Sdt¢MwpBm mfDi lBsklNRl aeSGA se °°Memel tr Maad pNeme. lPDi eefmrs de nynukluies WdtlnsdlkLassG pn,.Ru Be.ge 4p rslass YoN;pra.edess 80D83 eWr. fa 6F 1 N e aW 1 qeN p 4 r.mw h dl µlks MedrN. tit tan ks x [yba is f.(M NNigDrsipa, Lns Srsks Eepmn dwf hNlq. 3tl egeded nsc, ae n ddinl'e iM1l. 445I St. Lucie Blvd. oppigN D 1DID A-1 Raal tnsrs AtiAony 1. lambo llL '.I. Repmdortioa aphis dommem, io toy form, is peoAilth d without-'k tninen praissiee hem A -I Rao[ Trims -AetAny L iambo III; P.E. Fort Pierce, FL 34946 Job Truss Truss Type Arty Ply HOMES / SEAGATE v4XR5SG4F9E10Common11A0047721 AN Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Oct 18 15:18:18 2016 Page 1 ID:IhohHggcRSjfhi7ZLg 1 IoUyiKGA-SY_MatSrXwTNkAUYHimFiYyyMnHOPLeO_nn8?CyS9G3 1-0-12 4-3-4 7-34 !_ 8-6-8 9-74 i 1012 4-3-43-111 1-3-4 ' 1-0-12 3x4 = 5.00 12 2x4 11 3x6 11 LX411 3x6 II 0-11-8 7-34 6-3-12 7s5r08-3-0 $1i-i3 O-Ir-n2 0-10-0 Plate Offsets (X Y)— 4:0-2-0 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.03 9-10 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.24 Vert(TL) 0.07 9-10 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.00 9 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix -MR Weight: 39 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 6-0-0 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) 10 = 392/0-3-8 (min.0-1-8) 9 = 413/0-3-8 (min.0-1-8) Max Horz 10 = 69(LC 10) Max Uplift 10 = 112(LC 8) 9 = 117(LC 9) Max Grav 10 = 392(LC 1) 9 = 413(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-300/604, 5-9=-304/603 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=14ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-12 to 3-1-10, Exterior(2) 3-1-10 to 4-3-4, Comer(3) 4-3-4 to 8-4-12 zone; end vertical left and right exposed;C-C for members and forces 8t 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 112 lb uplift at joint 10 and 117 lb uplift at joint 9. LOAD CASE(S) Standard nndef FleeYtlnedl.rten Ne'1Itn:E/mS50jSrSt`R eH3}I IiLYf6(0lmllclS(oi':odl"r0fr; tmFniEordlEkr Me. lot 66V patremt nEeM oktn M Trill hop Onrigr[IX;; Wlk loom 1. Turk 10: F.I&—SkW.Wo,.u. oekts rMaxio tNhlont T7m, eth '. 141zktaoenrfldesskHktulN;nt;oCNkedd.Iteimsottipfq sii.e,SpulhmLlfket>oes oo('rgrtsedfotcgextdntpdassNUlppxryrz;pe:oNhNrotksipdoesopeira:IgvJdniklpoa1r,eutr181.Tseasntnnples,kuofexAYucsaMiRm- Anthony T. Tombo III, P.E. W'.isM nslorsoWhgI nt t/psiallhdkUrm:,kaC'u oAknNgeM mwnNrorps;kNr mddnrnen,IecetNtla kiingt wnla. Tkl ar ldfieNAW®IfitN udotirns;NMtnrkklN;.steep,nsNlNgowlkngsMlkYzre*xsiidRmd = 80083 W kllfiy Disinter ek tukmn. mutestr M is on lot sonoep m. al pNekes dtkWolof [impml SAldi eeo%%pdfskt It fN M AG utede .n*pool pike'. WI erfutsM nspulihims em hits of nt I idanpo,"lets m;ip".7—slI-nodara: W., 4451 St. Lucie Blvd. dM.nttermJkr( edetged efwke tagysd fek,imNtA Tk in,t hsln y.e strMtdukf Aesipe.eun,gnu[efbeda, ».uef. u:gaded nre; ennldmt N.fnt. Fort Pierce, FL 34046 gpgM 2016 A -I 1041Tmsses - Amhony T. Tombe Ill: H. litpedmions of his dommem. in ony form, is prohibited rithom?he erinen remission lion AI Moof Tmsses -Armory L Tombs 10: .t. Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE v4 XR5SG4F9 E11 Common 1 A0047722 Job Reference (optional) on erce, L 34946, unslgnLa iruss.com nun: 8-020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Oct 18 15:18:18 2016 Page 1 ID:IhohHggcR5jfhi7ZLg 1 IoUyiKGA-SY_MatSrXwTNkAUYHimFiYy_2nHOPLnO_nn8?CyS9G3 I 4-3-4 7-34 1 8-6-8 4-3-4 3-0-0 1-3-0 3x4 = 5.00 F12 711 I., 2x4 11 3x6 I I 2x4 11 3x6 II 0.11$ 0.11$ 7-3-4-6- 63-12 0- - 2 -3' 0-10-0 Plate Offsets (X Y)— 2:0-3-0 0-0-4] [3:0-2-0 Edge] 4:0-3-0 0-0-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIPTCLL20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.03 7-8 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.24 Vert(TL) 0.07 7-8 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.17 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MR Weight: 35 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 6-0-0 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) 8 = 321/0-3-8 (min.0-1-8) 7 = 339/0-3-8 (min. 0-1-8) Max Horz 8 = 27(LC 12) Max Uplift 8 = 74(LC 12) 7 = 77(LC 13) Max Grav 8 = 321(LC 1) 7 = 339(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-142/267, 3-4=-143/275 WEBS 2-8=-263/574, 4-7=-264/558 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=14ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) zone;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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 74 lb uplift at joint 8 and 77 lb uplift at joint 7. LOAD CASE(S) Standard wwYg-itev Y tgYl rerirrw'1 1ICCr?ific3;Y:I'L iF13FlIEYSt;CkAICCIS dS?CYj W?Yj[[fk:YiFCeY[nT Me. IeMla ip lwewMc Wrtllertstl s trtss Oesip CrtrgpW)W Mlgkg 1. rewk w;i[./ekewt Sivwere.se. IeknwMrise fhkleMlCA,uh W11kswrhe lleYs sY:Ckeswks 4t'RCwk dd. If r de51T FgWY11 e.$IwWC'[iptlt Yeff N9r?[W"flylt3RIfAN:flltlftYb[Rli[SlW fifYwlly .y il;dlhh lw YE lt{jJt Yllt Sw t [r ,Y I^J plk?d$tllr 4M rp? r hJ f•S wrAitS, Y6R1 (IIIEIMS, S011tllinp O WneYk usskan dd#rq qe gtlnl lAlwt4C kCrtlisnMmtl gtl'wwe twflegCf:per,:we utlerdMlC.nnt(slMlwd'a,:Ib1uFW Rll rMypnddfielCl wigfield tar.:,. »any mnq,! p.an,w„rk .[,;a; k Ye 4-W9rs[ Anthony T. Tomho III, P.E. mkaligaup [.it MAlerts:nM:kiocWxepaw lu0:ulnrsdnrru.pogw.tllsrtwirw n;asn skt ra Iscan drrwro 280083 rtlwwgt pYdhe:tmen WMI.: t h was pwexe. lRieefieesartspnsd.iwsWanec Miia.,0:sipw.,ess k.qe tywtlt ea Are:s lluh;Wu; cress gtlwrMR1,01P n.W.W In sW[ wwic10fkk:u M SIMkgbn0 !1,14MA Fwewwus.eesadmisRll 4451 St. Lucie Blvd. g ayf.w? Fort Pierce, FL 34946oPyriRN9141iA-1 R>olTnsses Amhory i.lnnha lR: P.E. Rrswmion of this docrmont, in ony form, isprolilBed without it ninon PereissianfinY 4 1 Rno[Lnssxs AntAory i.lanhnlll: P.E. Job Truss Truss Type City Ply RYAN HOMES / SEAGATE V4 A0047723 XR5SG4F9 HJ3 Diagonal Hip Girder 2 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Oct 18 15:18:19 2016 Page 1 ID:agpIYE3xuP8oBi I H6PrSYazz2of-wkYkoDTTIEbEMK3lrOHUFIV7gBZG8glADRWhXfyS9G2 1-5-0 2-0-6 4-2-3 1-5-0 2-0-6 2-1-13 I CV 6 N 6 1.5x4 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 0.48 Vert(LL) 0.01 5-6 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(TL) 0.01 5-6 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.06 Horz(TL) 0.04 4 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -MP Weight: 16 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 4-2-3 oc puriins. 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) 4 = 33/Mechanical 5 = 71/Mechanical 6 = 511/0-4-15 (min. 0-1-8) Max Horz 6 = 79(LC 4) Max Uplift 4 = 37(LC 33) 5 = 75(LC 33) 6 = 378(LC 4) Max Grav 4 = 32(LC 4) 5 = 51(LC 4) 6 = 511(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-295/204 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=13ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; porch 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 2-0-0 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 37 lb uplift at joint 4, 75 lb uplift at joint 5 and 378 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 70 lb down and 16 lb up at 1-4-9, and 70 lb down and 16 lb up at 1-4-9 on top chord, and 57 lb down and 5 lb up at 1-4-9, and 57 lb down and 5 lb up at 1-4-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 11=7(F=4, B=4) posy -%mu mmylM rz.r rx'61Ib:iiMSS!5? :i;,if[3A!IisYf E;O.bIfIuAS ('Jf?OYrW[r;iniCE KOT,bs. Ixiydnlp N:rmMtwrWWe+n tis?nss Eesip Anry%I;WMI.hry'Ltwb tll,e3.Men'. iin!khre ru-hlrts RRmix smMwme?, u¢ mlek sm.m.rld.s,aik..wm?ocawrml. ss.?r.., n.q r.f.Iu. sr.*I"—, hA.MgT M—h.••;Oft•rmpas:sw.idrasrwpam.SRO 1-aydaux?osmp, w. m 1. rk;g.,>,ga.s,uum.xrwe—mess Anthony T. Tombo III, P.E. ad. xdCu-irrskmMgsm ryxti411¢dmOm,mOnersammkgn:.W.NdgO,.,,dterukddImKA,1KWlk?%1?k.rymddmNOeiyfieN.udmrnss.oMliyFsu7gslnrye,xst.I.aweuhaysidll.przspxMittA =80083 buligD. per.e(nk , AY.rhssnMimlBCd prCitnnlpeel.ndt4kWar(rpn.ISdthH.xl'mn,NSI3ydF!kehI9WSCAnrd.velbpeedy 1%Ii usmnywsiJk.MkdietAmLrsco. ;?r.o.p;.pr.r.imsspad.a...a.: 4451 St. Lucie Blvd. mi. m.MmtlNsia.e.grnigmk wbgydl yeti. bnksd.leh..sl.k.Cgm.itF lmbIlg l.iyma,.Ln;.ksk.[gm.d.g..m.y. it g.deN prase mimml.?!sI' Fort Pierce, FL 34946 ryyriyil9 PAld A -I Ro.l6sses Aetho.y i.l.mb.IR; P.E. ReprdMi..of&isdwrmem,ia..y hrm,it Pr.bihbed wBh.ark nitkn inmissi..h.mA-1 Ro.lfnsses- WbnyL Tomb. Ill; P.E. Job Truss Qty HOMES / SEAGATE v4XR5SG4F9HJ5FF- sgsType nal Hip Girder 1 TTRYAN A0047724 Reference (optional) tool ,Ws—, rurs rlerce, FL 34946, oeslgn@ai[russ.com Run: d.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Oct 18 15:18:19 2016 Page 1 ID:UumEBPzQXokuwJ2P5W?E2TyuP1 h-wkYkoDTTIEbEMK3lrQHUFIV3dBYg8ghADRWhXfyS9G2 1-5-0 7-0-2 7-0-2 LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2014/-rP12007 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and requiredncrossbracingbeistalledduringtrusserection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 31710-10-15 (min. 0-1-8) 3 = 174/Mechanical 4 = 75/Mechanical Max Horz 3 = 103(LC 5) Max Uplift 5 = 238(LC 4) 3 = 87(LC 8) Max Grav 5 = 317(LC 1) 3 = 174(LC 1) 4 = 124(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-254/274 NOTES- 1) Wind: ASCE 7-10; VuIt=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=10ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); 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 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 3x3 11 7-0-2 CSI. DEFL. in loc) I/defl Ud TC 0.74 Vert(LL) 0.10 4-5 820 240 BC 0.56 Vert(TL) 0.26 4-5 318 180 WB 0.00 Horz(TL) 0.11 5 n/a n/a Matrix -MR 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 238 lb uplift at joint 5 and 87 lb uplift at joint 3. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 88 lb down and 111 lb up at 1-4-9, 88 lb down and 111 lb up at 1-4-9, and 25 lb down and 22 lb up at 4-2-8, and 25 lb down and 22 lb up at 4-2-8 on top chord, and 13 lb down and 10 lb up at 1-4-9, 13 lb down and 10 lb up at 1-4-9, and 13 lb down at 4-2-8, and 13 lb down 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 (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=73(F=37, B=37) 9=-2(F=-1, B=-1) Dead Load Defl. = 1/8 in PLATES GRIP MT20 244/190 Weight: 25 lb FT = 0% ddaq. n,ren.„Ss,rM., d, •a.nosr rmss;'stu;r aE3u stun t.:mDmsn lustam'us;nurw,.;tais;sr ak. i,rtle asys ptasas W eW wk, w me ma ksly a..atnoD W a kay t. s,.k Di, tt. i,a,k, s;wsa..2. eekn,wn.iw suke a. sm,,af INGksomwa fides sieOksW krOe'DCwk Aa lceln:s D:ss Egadii e,tp;kCry [ryws'd snlnmi l(. rgrzsedsmn:spaeeade pre:swnlegk igsdlmsddq k: we lesyndlk sulk lrn arkMl ss we lDDnll wen ll4l. rxk.ys ogees, bsiki ekwc uiMkgt Anthony. Tombo III, P.E. fmWeudr.ss 1. do ika' wws rwn4Ch a itD.kr It,G_.'s "Mgw.uke WW,h-p., ask utkd d S' lR, k, Im W lk W w:IBgwk W leli 6e qmd 0ke NOW wfW dsk ln,,trNiq kdhl.W p klxemW kkq sidlkb F.&dfa Y M HilGgasipr ax [xtewbr. 4AmN dMalk lDCWwe Ms4im eM a:eelkndt#killq GgkwlShN Numtae 9llll A.k1 Y, Ifl WSKA re dmudM 380083 ednm,iiadkelwhen W M pna pdede. lPFi ufixs w<nsnssmkcW6kcak".,ate, ,:c, De.M;gw«minc: tea: wk:, 4451 St. Lucie Blvd. W qwa nmgheNpasanksi.ikln,s ksue FgannE!lOai killiq asiltn wLau Srswr Fepw anrkilar. t0«pa:na.,nmdmW kil4L (ypilht 02016 A- 1la.fTs.sses- Ambo.r 1. lamb. 111, P.E. Iens.dmti. of this docomsm,i...vfmm,is PfAilthed withomde-inth Ptsmissi.drom Ad laofT..sn Wtnyi.1.4010.E. Fort Pierre, FL 34946 Job Truss Truss Type QtY Ply RYAN HOMES / SEAGATE v4 A0047725 XR5SG4F9 HJ6F Diagonal Hip Girder 2 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Oct 18 15:18:20 2016 Page 1 I D:UumEBPzQXokuwJ2P5 W?E2TyuP t h-Ox67?ZT53Yk5zUexP7ojnzl J 1 awBtF?JS5GF35yS9G 1 1-5-0 4-1-10 8-5-1 1-5-0 4-1-10 4-3-8 1.5x4 II wx9 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.02 6-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(TL) 0.06 6-7 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.19 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC20147rP12007 Matrix -MP Weight: 44 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 6-0-0 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) 8 = 391/0-10-15 (min. 0-1-8) 4 = 157/Mechanical 5 = 263/Mechanical Max Horz 8 = 116(LC 5) Max Uplift 8 = 205(LC 4) 4 = 55(LC 4) 5 = 54(LC 8) Max Grav 8 = 391(LC 1) 4 = 157(LC 1) 5 = 263(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-366/208, 2-9=411 /81, 3-9=-371777 BOT CHORD 7-12=-154/378, 6-12=-154/378 WEBS 2-7=-41/392, 3-6=-434/177 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=10ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); 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 2-0-0 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 205 lb uplift at joint 8, 55 lb uplift at joint 4 and 54 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 89 lb down and 111 lb up at 1-3-7, 89 lb down and 111 lb up at 1-3-8, 25 lb down and 22 lb up at 4-1-7, 25 lb down and 22 lb up at 4-1-7, and 58 lb down and 48 lb up at 6-11-6, and 58 lb down and 48 lb up at 6-11-6 on top chord, and 13 lb down and 10 lb up at 1-3-7, 13 lb down and 10 lb up at 1-3-8, 13 lb down at 4-1-7, 13 lb down at 4-1-7, and 33 lb down at 6-11-6, and 33 lb down at 6-11-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 7=-2(F=-1, B=-1) 9=73(F=37, B=37) 10=-82(F=-41, B=-41) 12=-49(F=-24, B=-24) iwnaagflw tlneglF rz.Mr rne'YINT lmS3!Si ityil[F[AI1'iiLYS6:!1kCIR:ri(JSiOYiMi;h3RFilitFeiYiNP Me. Ur9r teilp lnnYn+dreN rkcn4is I—%sipo-40c;d Ye 4YpLfnMIF,IE feknrtSb/dre re. CekcsdMrrce r6NnlEe RC. f41rh ommnPlassalln sNlxYribbwkdd as Inubes:aFp:s 7,Sp:nlylagwrti[esalmmribbrzpnrnsnn:sPmr:asepm:vdngvn:g..PsxGiirY Mksyaaaas:pi :/gvJ/nmerbenit,rnalM1l tmYcrps:.gnms,YN m6lnc.cnWxq AnthonyT. Tombo 111, P.E. Ws dMLnsIt, nniaN.cMinps'rxlAmrdM6nn,Y0mMurzegdameMitigBe:,gn,'sYeuWddlieOi,QeIKWhia[WhuttahulNbl.)kgpnda&NIWq'&4 rM[,cc::aegsrzagcr.p..dra.wk.gvd!bl4rnpas:aa7d =80083 Ik U9fgOsupnd[MSM udnsdd: RlBC ne tle pares nl pnNanahe wiu ugnnrsam Mnsnaaa;YsgINF.Nkr"dsma nr.an Nbpnapasr Inl et,arz,psaiminwmsa urz,as,pe,'rns ksp bq.n m lnss rn.no.a. dns 4451 St. Lucie Blvd. emn. nsdmNheimpeaepMepe:nmgFdlµan:earsA If. 1.1,0.mEgmais[OrAtk1igMIMI.1-Slam9µr '! .ww".AlaqwWon.a..."W.ML Fort Pierce, FL 34946 opyrighr90014 A-1 tool fusses- Amboy 1. Tombe Ill, 11, feprodanion of this dueoment, in soy form, is plohilitd without tho srrinon permissioa from A-1 foof Trusses Amhoay Clomba itl; P.E. Job Truss Truss Type QtY Ply RYAN HOMES / SEAGATE v4 A0047726 XR5SG4F9 HJ7F Diagonal Hip Girder 2 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed Oct 19 17:52:01 2016 Page 1 ID: UumEBPzQXokuwJ2P5 W?E2TyuP 1 h-8rPolihoA5zbD09XVIpBIVtF?_DEXb 1 uTKpbhFyRnvy 1-6-1 4-10-8 9-9-0 Dead Load Defl. = 1/16 in N eV4 1.5x4 11 4x4 = 3x4 = 4-10-8 4-10-8 9-9-0 4-10-8 Plate Offsets (X,Y)— (2:0-1-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.08 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(TL) 0.10 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Weight: 51 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 463/0-9-14 (min. 0-1-8) 4 = 146/Mechanical 5 = 313/Mechanical Max Horz 8 = 147(LC 4) Max Uplift 8 = 356(LC 4) 4 = 83(LC 4) 5 = 234(LC 8) Max Grav 8 = 463(LC 1) 4 = 146(LC 1) 5 = 313(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-430/369, 2-9=-540/325, 9-10=-494/314, 3-10=-489/322 BOT CHORD 7-14=-409/501, 6-14=-409/501 WEBS 2-7=-247/530, 3-6=-571/466 NOTES- 1) Wind: ASCE 7-10; VuIt=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; 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 2-0-0 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 356 lb uplift at joint 8, 83 lb uplift at joint 4 and 234 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 96 Ito down and 111 lb up at 1-3-7, 96 lb down and 111 lb up at 1-3-8, 27 lb down and 25 lb up at 4-1-6, 27 Ib down and 25 lb up at 4-1-7, and 56 lb down and 60 lb up at 6-11-5, and 56 lb down and 60 lb up at 6-11-6 on top chord, and 13 lb down and 10 lb up at 1-3-7, 13 lb down and 10 lb up at 1-3-8, 13 lb down and 45 lb up at 4-1-6, 13 lb down and 45 lb up at 4-1-7, and 33 lb down and 80 lb up at 6-11-5, and 33 lb down and 80 lb up at 6-11-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 9=73(F=37, B=37) 11=-82(F=-41, B=-41) 13=-2(F=-1, B=-1) 14=-49(F=-24, B=-24) Wmur-Fbuiluw¢Ir rnkr sie'll l0:fllrSe3;'SI ICeE[9AI 1'lMS 6IiriWllvlS iYS?OYi'44Grj:lCris'C(OGISI1t'Ms.Ir.A(1esgryssa.sMsrN enl aksadislnss 4!ip Ortry(IM'd41r1(ell.IuklG;1. lefr:nn SMtldree rv_Edrss#arix mMwMe 1,0, W( Itilrkrnsrr less satlksNMar'ECpkrd:t lsrlrn,P:v¢Eg4eii e.Sp;N/Er(aM 4s wsri05 rgrtsresnrc nasdMpdns6ul ngoettgrppe;ddal6;:k ksyvd4ss(IslmvlgkRlu4IDC Ir rNn llll tiertJpx qmn, hNrty.aaius, sdssieeF Anthony T. Tombo 1I1, P.E. at.udk nsWen tddy ls4nyasmlilld4 ara,4a.ai srdanw oprw4ieaam enqu,Y4 wkddae mC.4 R(re/tm fvd 3R16q ci WCml tk gpmld4CN of op frN d/etms;sdeigYrAy. d.ep, isY dwai ka:sidk4 ,Fa dairyd 480083 4 MIfp4si}er se lr¢atn. s9 odes sd rae410Cd4paRes tN pierend4kl4t(ognal Step NsetlwiNSppCCsklhlPdA(A nsdaeeN tx psi pilae. ltFliCns4resFnsi6ilon dkksdlkLn 4srfe,ims 7e.ip:gaea ei lnssYu a.9sss 4451 St. Lucie Blvd. dMr+t Cr4N h a;saodryairpa Y robe h, rl ptim ardrsA la trrs 4dp Iyaa is C(:I4 teM4C Cesips, s Lns Odes Irrya dae Mllq. N sryWNN as er n IdaN e?FI. Fort Pierce, FL 34946 EopyTi9M9201d A -I Roof fusses- Adany L fombe 111, P.E. Repsadsxtian of this dotomert, in any form, is pohi4ued Wnhoutie*loon pMoissina from A I Roof Lrsys AnthoayLlanholO: P.F. Job Truss Truss Type my HOMES / SEAGATE V4 A0047727 XR5SG4F9 J3 Jack -Open 3 PIY 1 RYAN Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Oct 18 15:18:21 2016 Page 1 I D:IhohHggcR5jfhi7ZLg 1 IoUyiKGA-s7gVDvUjgrsybe D7ygJyKAaXE_JNckASgk?ocXyS9GO 1-0-0 3-0-0 1-0-0 3-M 2x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.02 4-7 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(TL) 0.02 4-7 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puriins. 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 = 71/Mechanical 2 = 188/0-8-0 (min.0-1-8) 4 = 37/Mechanical Max Horz 2 = 67(LC 12) Max Uplift 3 = 43(LC 12) 2 = 103(LC 8) 4 = 31 (LC 9) Max Grav 3 = 71(LC 1) 2 = 188(LC 1) 4 = 52(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=5.Opsf; h=13ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) 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 43 lb uplift at joint 3, 103 lb uplift at joint 2 and 31 lb uplift at joint 4. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 11 lb FT = 0 amyFlesa gaxynaremr Ne'llro:f 111SS5 5:-(r^i[a3AESU!S6CJnAlafAS(JSiOditllt`t;dIXG.CCEAG4Ei1'Ma. lerdl Mqe laaadntM nib Me n Irzst h.yed.ry!IaC;Mae ldkp l.IrcklA; rl idan Snthlaerc Atltsf dn'•ne mkimae lAa. sdE 14Tw—wO'k, gokudla&Mlokrdd AselrsesOssmEErze}e,5p;M7frpw.'a Ge sedwnl lOS rgrt:MsnerrEtxed6r pdns lsgu ut rppe.dT.hMy[IrsApdmes elm:IryiRdnhEOCuli niPd_a;gs n:.gaMs,leinl dgws, uibYddr Anthony T. Tombo III, P.E. a/.udU i.ss hr mrt 4ild:nae inrnsulryd4dwn,kCwn aWmdyanua kNm{A; e,.kae u.+kgdot tl(,ae lxMtk M.d n.IligcdeW rrlE lk,w 106,13.ie:nrnld se 0160—::W44kxlYq. darye, addanw wi ka >nd:kke rssematliryd =80083 aeM.liq D•sWed[x¢e r AaMnuMnaetaCdlk pkicr>ulp:edrsdtkklts((x{xelSdeh Manton?HfnhiMk/hR MMU se.daerelM eipil. 1tFlidurs de nspsilevsM&tliesdlkh a>i e;?less Aes Eennewlrtss Y.wh:lna, e.kss 4451 St. Lucie Blvd. Mnend afmlNei tlryndryntr ba F,dprpn hrd+di lk tn,sks.m[quaisF lac raHngksipa_aLnn Srsw 6paadm, auar. Sd:ryededms ar ss Modu?nt Fort Pierce, FL 34946 Oppight 91016 A -I Maaf Unssas AolMony T. Tanbo Ill; P.E. teploduni n of ibis dononnol, i. my Won, is ploh4hei whoul ".6 vrinea p noissiedson A-1 Moos Tresses- Ae110 y L Imbo In, P.E. Job Truss Truss Type Qly Ply HOMES / SEAGATE V4 XR5SG4F9 J5F Jack -Open 5 AN A0047728 Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Oct 18 15:18:22 2016 Page 1 ID:IhohHggcR5jfhi7ZLg t IoUyiKGA-KJEtQF V Mb9_pDooKWYrBtO7d7OfDLAQcvOIM8zyS9G? 1-0-12 4-11-4 1-0-12 ' 4-11-4 3Xb 4-11-4 4-11-4 Plate Offsets (X,Y)— 2:0-2-4 0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.02 4-5 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(TL) 0.07 4-5 850 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.05 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MR Weight: 18 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 4-11-4 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 = 271/0-7-4 (min.0-1-8) 3 = 127/Mechanical 4 = 53/Mechanical Max Horz 3 = 103(LC 12) Max Uplift 5 = 115(LC 12) 3 = 40(LC 12) Max Grav 5 = 271(LC 1) 3 = 127(LC 1) 4 = 90(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-229/644, 2-6=-73/262, 3-6=-51/269 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=1Oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3)-1-0-12 to 3-0-1, Exterior(2) 3-0-1 to 4-10-8 zone;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 115 lb uplift at joint 5 and 40 lb uplift at joint 3. LOAD CASE(S) Standard 11nvy Flee Y.nfllre+r. WA i1riSES;'S?CEP;,sE[3A!Ii7M5ri:im0111CA(7f?OYi{71Fr,i[C{i:(i[@fWNi'Mrn. Irtlry trip Inein, of rN NnnSis Irt,t 0rtip deep I jm/MIduy 1. WI, Sia!tdrte.e. &kc,MM'.iu rdelrIEe IW. xle fglsNuNxcN pas15dlRugsw WINIONsdd. rNNlrrsBesm Eyrrex{i.e, SFe;ah Eyiu±?Ile seluR repnmsua:ytardMHNh,suulequxtlgaspa:dd.W is dx kswpilk shl4?m:fgzlNalklDBuh.aen 11FL ti:k:m Hagan, Wesai nNNties,,dW!rh Anthony T. Tombo III, P. E. Nned W' nsYe}pilim'le espsihlXNdWsUwe!,Y4wi'pAw,Ie/gxAx qe Wltiy Fe:grt,s3e udeddMY,,Well(NIR InIiANigchNRll llx egn.tldh 100oi mf fieN dde lnss,'mtlNq 4o11s1,sMye nsWlriw ne kaytNlgk,tywsnBmd i mtra osaF erNt,Wuiw. :.:BU663uIeWNeMWtSewW, nNsaNF+d pit 4451 St. Lucie Blvd. dNr.n: MalNNiManryNynCwimyhsNrymunnLdIkIn., &sb [yax is F 1 de GIHNgSenryd, w ir,ts svift plsNa du! Will* All Will errs n n dda/ u'INI. Fort Pierce, FL 34946 oiyri'St a 1Pl6Ad Raof Insses ArnSoq f. tan5o 116 P.F. Remedunioa of dis dwrmeal: is eey form, is pro5lited wuhent lb wrilMn peraisuedrnm A I Rmi fiFtss dmloey f. ianio III; P.[. Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE v4 A0047729 XR5SG4F9 J6F Jack -Open 5 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, deslgn(a7altruss.com rtun: u.uzu IllsAugitzu-to rnnu o.uzu s Aug.3 M126to I I CR IIIUUJII IGJ, s. 1 Ul tlV1010. 10-0 010 Hoyt; 1 I D: UumEBPzQXokuwJ2P5W?E2TyuP 1 hoWnFdbW_MT6ggyNW4FMQPbfnLozR4dgl82UvgQyS9G_ 1-0- 12 5-11-4 r t- 0-12 5-114 3x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud TCLL 20. 0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.05 4-5 999 240 TCDL 10. 0 Lumber DOL 1.25 BC 0.38 Vert(TL) 0.14 4-5 474 180 BCLL 0. 0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.09 5 n/a n/a BCDL 10. 0 Code FBC2014/TPI2007 Matrix -MR LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-4 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 quide. REACTIONS. lb/ size) 5 = 30910- 7-4 (min.0-1-8) 3 = 155/ Mechanical 4 = 66/ Mechanical Max Horz 3 = 121( LC 12) Max Uplift 5 = 129( LC 12) 3 = 50( LC 12) Max Grav 5 = 309( LC 1) 3 = 155( LC 1) 4 = 109( LC 3) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=- 261 /428 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=10ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C- C Exterior(2)-1-0-12 to 3-1-1, Interior(1) 3-1-1 to 5-10- 8 zone;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 129 lb uplift at joint 5 and 50 lb uplift at joint 3. LOAD CASE( S) Standard Dead Load Def. = 1/8 in 0 0 cis PLATES GRIP MT20 244/ 190 Weight: 22 lb FT = 0% ilau redo W%1ION lltl us"'ur.mait1{UlSltJkglllCtlS NSiOYrgn`.r}3LCiu8'i46Y{kl'pen. lrc2r kv #+s WreN ahtalit frttt k Anr lY}al9e IIuN ALIt IIMea'r5'vr!Idxe w. tehu Mln'•ia MNage lGl.ah nsit. tlaa¢¢ Pig'- 7s W, IYiei saama lle.s nllkesNiat tlR iggakrdd ls.irrsh:siP Eq Yii.e.,SPmgs iryuar;, tlesdaayigg llpesMsaa;tlposedul plh:saalamwiyrz;PRYifm MSl kswpol6e so/e rse:: igiadalk lgg nll..dn lM 1. Tx kt n:.gaes, lacy mlaias, sddxnt Anthony T. Tombo Ill, P.E. aeR dY ,,, sWa iddl Y yadalmaa gr.R,r.c. R nYanNga a hlRkRg p , nYewkddp MC.deY nituha a.il4gsi a1R11. Meeryn Id ie ghaiwA H dY r :t:.ae h4 nNLeAaeNkaag dlu 1 p iiryd 4 80083 Ihuilleguip..b* W.11a,Colin.1103.0.P.,-.1 v4dYa d t* Wil(w.ml SAN Muae.a;l611pil luit MSRAr ft.aty Pexd Pit—IMI W.,6,rtV.'N..Wis.Is A r.I .OV4.;71 h,'PEsi— ae lnss V dcmu: W., 4451 St. Lucie Blvd. Merida alagNtilNral lP qao a4a h,AP:.R gr.hd tar ,. h.b tpmuis Nlrfleu YggGlsile aL,ss Srin. [.rynda!hlla} a Vdmo-e '-ddlad. ilsl. Fort Pierce, FL 34940 0p right'D 2gih A-1 Isa losses- Amboy T. long. ill, P.E, tepted.ai.o of his docnnnt io any krn, is plohiltited wu6ontiA wlim, p—inkis him A-1 b f Tasses- Gcthely T. Tonhe ill: P.I. Job Truss Truss Type Qty HOMES / SEAGATE v4XR5SG4F9J7FJack -Open 14A0047730 PIYRYAN Reference (optional) u„ , ue s m.is;e, rL 3xe946, uesrgnLa rtruss.com Run: 8.020 s Aug 31 20fo Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Oct 18 15:18:24 2016 Page 1 ID: UumEBPZOXokuWJ2P5W?E2TyuP1 h-GiLdrxWc7mEXS5xieztfypCzECGXp4wvMi ESBsyS9Fz 1-0-12 , 6-11-4 1-0-12 ' 6-11-4 ri Dead Load Defl. = 1/8 in 0 9 o ri 5 4x4 II LOADING(psf) SPACING- 2-M CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.33 4-5 247 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(TL) 0.25 4-5 320 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.17 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MR Weight: 25 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 348/0-7-4 (min. 0-1-8) 3 = 184/Mechanical 4 = 79/Mechanical Max Horz 3 = 148(LC 9) Max Uplift 5 = 248(LC 8) 3 = 78(LC 12) 4 = 79(LC 8) Max Grav 5 = 348(LC 1) 3 = 184(LC 1) 4 = 128(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-323/416 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; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2)-1-0-12 to 1-11-4,Interior(1) 1-11-4 to 6-10-8 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 248 lb uplift at joint 5, 78 lb uplift at joint 3 and 79 lb uplift at joint 4. LOAD CASE(S) Standard Ztresy ete.atk,anre,e„sv AEtO rmsa;sr rdrsaEE:txseE:nwn oslm aw'Ecr'ruer,o.Etw:rrk. tr-nrtes plas rrr rd r.a,s.r,k,pde.ynoe,wmunyrE.kui.l .ksa.,s:rkmr gdss;dks.a,xkr e.sets i4lskswme piles ssegk.sdM oe'bgek dq esehesdxpEgne'ie !gcuA!(rynsr'Oc e1wYj R,'rgreutlseeanrexe dpepm-xlegpmul r:;pu:di^.h M IAr lnlpil seyh ire• igiBd <ehlgC gwnmi r rc,ipn epees, ladiel W sd4lr:Ot neeudN rn, ke en kid, srk""sNWe dlk O_'111Ones eAkm grdu eekWbgk Wer, e!k udeddw ,Ae IX doll W iWk 1hW III 1. for ype,d dfie NA ni Mfieu title F.:r:ndlot Wilq.d 4 skl.eMwe kary sbdlkl4 r wm/d Anthony T. 80083TombIII, P.E. qe le Ilgk gaek[akMe.AbaMssC m is WOUold" F.-Ili ValindtkkiW.g OgraMSdeh ldeediw;ItSg pWWhl 1p al ShA nick Ila ? 80083 AnMoeefindNrEa extgradgMentaq l!dl prnn prdrd ix ln,s ksW. eats l_r Ae ssW and ,$eh '.'d pdeee lnlaf.rs de nspsAiAks ew klksd lklr, kspa;,sz k.ge:gieee ai less pedaMa. aaas 4451 St. Lucie Blvd. g alpaeLsss $rtME den N.W sg; eN fixes ue rtddhN e'MI. (orynght 0 20I6 A lwl h.sses - Asnloey 1. Imbe III: P.E. Ieploilmin .1 this du meet. imy form, is pohibiled ehhounhe -into iereissioe hon kl loci tosses-Aathory L bilbo lll; P.1. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply RYAN HOMES / SEAGATE V4 A0047731 XR5SG4F9 VM2 Valley 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Oct 18 15:18:24 2016 Page 1 ID:UumEBPzQXokuwJ2P5W?E2TyuP1 h-GiLdrxWc7mEXS5xieztfypC5000Jp4wvMiESBsyS9Fz 2-0-0 2-0-0 5.00 12 2x4 1-5-2 1-5-2 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 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/TP12007 Matrix-P Weight: 5 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 2-0-0 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) 1 = 50/2-0-0 (min. 0-1-8) 2 = 37/2-0-0 (min.0-1-8) 3 = 12/2-0-0 (min. 0-1-8) Max Horz 1 = 23(LC 12) Max Uplift 1 = 10(LC 12) 2 = 26(LC 12) Max Grav 1 = 50(LC 1) 2 = 37(LC 1) 3 = 25(LC 3) 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=5.Opsf; BCDL=5.Opsf; h=14ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 ANSI/TPI 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 10 Ib uplift at joint 1 and 26 lb uplift at joint 2. LOAD CASE(S) Standard Yaaq lkrsr ilarydN rerv+dr 5;f:'r 1165'v SEllq"iE<tRtE''tM`tCUX:9 r,M:P116a"t9?EI'1::sN91F.96YFNi'ine. taxA..attnese#rsmd uel eMralts;mr MgraaTa{?iPEMMlsMpi?anr81 t1. Ufrrw SMa Mm eu tlrErsr piuxiu sbzi Se S-0, nh ltiidaadar Mtn tlsi 4 nWf f.l46aatdd E.t iross'a;m Ngnta<e,.p60 „basa'q166mrtus!axarrrtl IN xras:yw'R^_afrt:t"Im r atasyrdat s®s I- arm. 61100a4. aW m i. Anthony T. Torobo 111, P.E. Na dan frr.s la arWaq vs ne rrpsiN and 0+xa, a*Caaa aaa rd getladeM Usapa,etarwmdiU'1(.le Et ai we htlin q.eaxi>tld. Ikgtnwiarl wat `.x ;tder °rota aoAiq.;ing5 a+.tewwadkaq sld U4e auu+. q 480083 t>oq^e.iae•we Insaessnwan to wf.r*>k"Wpvas0*W4gtrmatlsdn e»trtagrwiswa?naaSKI —ft aapaeaPik.. 4451 St, Luce Blvd. tdn.urtc5wdnt:re:#ertN paen:lorb d"I"sow,t NgLnsnrsOhlatsit K3' 3r P!ugnrsgmr.+Nms:SureN tlm W14. 2Y t¢VIL]tdA"R: Cr tf kFadplRl Fort Fierce, FL 3-946 C h1 tH16 A-1 teot tresses-Antlee I.leabelO,P.t, to odeui. ei ibis de—e, ie uy raa,n ebibutd.4m] thtwrial aissiae hta A-1 tttt Imsts-Aolhce 1.ltebe lh; P.E. ePYri9 Y P Y' P Ptt Y Job Truss Truss Type Oty Ply RYAN HOMES / SEAGATE v4 XR5SG4F9 VM4 Valley A0047732 Job Reference (optional) on Pierce, FL avow, designrdaiiruss.com stun: 8.u2u s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Oct 18 15:18:25 2016 Page 1 I D:agpjYE3xuP8oBiIH6PrSYazz2of-IuvO2GXEt4MO4FWvBgOuUOIFmbjoYXA2bMzOk IyS9Fy 4-0-0 4-0-0 2x4 4-0-0 1.5x4 II 1.5x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft 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 0.06 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight: 12 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 4-0-0 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) 1 = 88/4-0-0 (min. 0-1-8) 3 = 74/4-0-0 (min.0-1-8) 5 = 27314-0-0 (min.0-1-8) 4 = 27/4-0-0 (min. 0-1-8) Max Horz 1 = 59(LC 12) Max Uplift 1 = 10(LC 12) 3 = 74(LC 1) 5 = 103(LC 12) 4 = 54(LC 3) Max Grav 1 = 88(LC 1) 3 = 50(LC 12) 5 = 273(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-202/338 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=13ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 3 considers parallel to grain value using ANSI/TPI 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 10 lb uplift at joint 1, 74 lb uplift at joint 3, 103 lb uplift at joint 5 and 54 lb uplift at joint 4. LOAD CASE(S) Standard tes;.lktse;aaw.;e.Ys Yr'4! C;s MKSii;iEttl.6hTl€'EtY:I (ONA;tC1S;CS1;Y: "{0!ai „gi3P.s76Yfkf Mo. ta3, kip dawesasoi nN nh; n Rs lass ksip .aritCF` Ntir;,Ygp 1. iuda m: r.. tsMear iM9klm eu. BeKss dxxr;u skN n TA, sd? w!a:en.axSsk!sti4a&IDBYxsdii ! ri. sk'SpEepnn a,SttcakrEgiaY;,'ao:eiap/iC0 rsntsnx!epwrYksl ehs,tpweaurn:pesktfrkMksip#&siykl ariadm(aF30mr ntelltl ;ksr,;pnssers,ladryaa;hses uY6ai! W.Oro Inn laa. W.;i ss cp:nr 116a _.0 ws W.;re yraaak;mq 0esga.,wYtr.kn>i;k x.«rs a ;ek:a m-r rxyp.wsmrx«ne:x d. :.g aY r, aax,mmn.rn.cfi,Ed ar w. a:n,E Anthony Tor7bo l::. P.E. Ye ivmet.el pe Mrteoreks t>x rsaw,Ea troaspa*rsmp rantYr 4 80083 B+YmtfmMaC Sdrti ls'YmYaitLSr;psiME Nat Sxt ttei imdkOnrel pidnn, Cfl ksats At n;ya,smss rd k!iesdMG ssCosa, in;s @s;a Cepux 'aakdtmaY,akss tnaiu drfadgt:nsJ r8 aasi sr. ,..xe Blvd, talrmt.•a:napnes aKstrtnsayrtyrlxri:ealArE agoeipext:assiwaEywaxdaie«q.xe,yarardo-c mnd ndAln l. {opyrifil01016A- I teal heists- A46e1yLlombolILKE. Beprodosron of ibis denmtat is asp ram, is pnkibW.4k"l its worts pamissioehem A -I loot inssrs-Asibasy 1, Lembo 111, EE Fort Pierce, FL 34946 Job Truss Truss Type Ply RYAN HOMES / SEAGATE v4 A0047733 XR5SG4F9 VM6 Valley Qty 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Oct 18 15:18:25 2016 Page 1 I D:agpjYE3xuP8oBiIH6PrSYazz2of-IuvO2GXEt4MO4FWvBgOuUO12NbeiYXA2bMzOklyS9Fy 6-0-0 6-0-0 vn0 1.5x4 II 2 3 2x4 1.5x4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-P Weight: 20 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 2-2-0 oc puriins, 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) 1 = 204/5-11-6 (min. 0-1-8) 3 = 204/5-11-6 (min. 0-1-8) Max Horz 1 = 93(LC 12) Max Uplift 1 = -40(LC 12) 3 = -79(LC 12) Max Grav 1 = 204(LC 1) 3 = 204(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-153/340 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=13ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) 0-9-1 to 4-11-7, Exterior(2) 4-11-7 to 5-10-4 zone;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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 1 and 79 lb uplift at joint 3. LOAD CASE(S) Standard ro-a:r.why'caoosnussz>,stucrs rnu::twAceruviu s:niee u1m.:snr:x«:rear.r«e,d,r«,«««r«r d«ha a«„t,cn.mrpoc smsH.ti«aerctr,.ed«r«svntrh:r,.r«,,:«t«.ur««i«a a,,ef, Wid.w«.!p.es:1«`s<nrl f«6e ibChh+dd c ,t :s be ip iepms r.,'N«ni qa««„ ,se«.nmtbor«srx ax:rn r««s noba. sr «y,npeos erad asspdfrs sx>, ,urma h r».h ,in+ :va xsgr n:,nma:, « s«rawi Anthony T. Tofto l: , P.E. Anedws inssW m.ts ha rp+s.iio!xde«d c.w mi4«rd qw..e t« ybe i«.er awn«de itt,rxwar i«d d cw«ttnt. txgpod d. 190 mt ,Iiw.e13e,n,,r.r mri".49Ar wk" tsd!N5e srw.i:erd 380083 Is, b«d.i U*e,. lcamah g--dw.1k Masi kp8 rs mt phtins dfm GsMrt sdd k«sdwls,rdi xde Ms0.A—ftmww Para liar «€ddas#iryx. smd rsdMhsb :inr.o «alnss kwata.«.« : 4451 St. uric Blvd. k brdq:[s "'. x4arriuf dn r:w:dgeed qm. n:tiq N d peas sxhN,'Nt m dnipEgiu«is bar i!tts:isho Ssm« dm s.sehl. Ai>gi&heltr..: m o dEee) «Iil-E. Port Pierce, FL 34945 opyri'tl Z i6ld A -I loaf tnsus-Arikuy l.lombo ilL P.t. bprodoaioo of ibis dou.0. it oay fmm: is prebibii d.iibeof the wrirn pnmissin hem A-1 KW tresses-Aeibaop 1, trmbo lfl; P.E Job Truss Truss Type City Ply HOMES / SEAGATE v4 XR5SG4F9 VM8 Valley RYAN A0047734 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 00 Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Oct 18 15:18:26 2016 Page 1 ID:agpjYE3xuP8oBiIH6PrSYazz2of-DSTOGcYseOUFhP55lOv71 EHly?ORH_OBgOjZGIyS9Fx 8-0-0 8-0-0 5 4 2x4 1.5x4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a nla BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight: 26 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 6-0-0 oc purlins, except end verticals. BOTCHORD 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) 1 = 17017-11-6 (min. 0-1-8) 3 = 1817-11-6 (min. 0-1-8) 5 = 43417-11-6 (min. 0-1-8) 4 = 6/7-11-6 (min. 0-1-8) Max Horz 1 = 131(LC 12) Max Uplift 1 = 11(LC 12) 3 = 18(LC 1) 5 = 168(LC 12) 4 = 13(LC 3) Max Grav 1 = 170(LC 1) 3 = 12(LC 12) 5 = 434(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-325/653 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=12ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) 0-9-1 to 4-11-7, Exterior(2) 4-11-7 to 8-0-0 zone;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) k 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) 3 considers parallel to grain value using ANSI/TPI 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 11 lb uplift at joint 1, 18 lb uplift at joint 3, 168 lb uplift at joint 5 and 13 lb uplift at joint 4. LOAD CASE(S) Standard 1asq. hNtl'&figXt rmrc fit'! t iDr it1lSi:i(SEI!?r'i: Ei1!r1?ttRt. t tPNiA;tM:P.iM {'68!fr7lKstlDF i7bN,ENi' hm. Mds kig {clAAY'i td imr itk: a ffiRi163+ip So.giiDD` em fie:iHtt! i.la6e @:I;.4Meai Skd khrt nk tleesc d'pisa ilihl tlRe €t4,tdr 1'.:WIM P33i i1krlNla fitl6thknld 9 t!. tk ;tpme..a, Sjrcslry 7gitttrl,sesn 168 ttati!!!!tlkArM, kbi lFdtithftl mpmuuq,:piailhafitrltip /fit Sk lit rt PoN1N fi?DDtil h. ktiil,=/itll.ghll kM53Yki! ratdtq i SAm! txw.ddi ti^«w ik5uire anmtr, t,. Anthony T. Tortbo IN, P.E. m,m xieai,ir:x tll xi r aMilddwiarw dk xamgaaq wk,pa.mek q id:kfi wmm:kd V 80083 li Wagh gx!mdf a to ikrs iem4ht r7Dat fie pk+:ISWw9t5tlslMDdfkitegmedSd4Y b!xkditt t(Y; rCLmdk %mSGrmidq'W=pin-piltl i01Kdln drt Se .itSAssiN MusRdtims Dityrx, tnt Ain Egvex W'nss Dathunx,Wesis#NMlt Yfitiltft.34grpNi gnhnNglt oC pnls a+dM, 4ql ni At ElgmxeA: #t liHiltAs¢rr,a i tii.l]hC imad .krdtr, l3 SgiIBkNMe.ml: krairp lN.I. 4451 St. Lurie Blvd. Coprriyht iLE 3916 F-I taal lreszrs-Aatlery 1.latho lli, r.€. ttprodwiok of ibis deameet, ik esy fat: is preh=.hUtd.okaa3 the wiinte ii—istiot hem A-1 teoi tosses-Aaibeky t.lomho lil, P.E Fort Pierce, FL 34946 Important Dotes / 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 "BCSI 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. 11 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 Fax www.Altruss.com us STRUCTURAL CONNECTORS` A MiTak' Company Haneers Allowable Load (lbs) 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 T1 JUS24 1881, 655 750 820 510 4) - 10d (Header) FL821.39, 2) - 10d (Joist) 11- 0510.01, RR 25779 LU524 670 765 825 490 41-10d(Header) 2) -10d (Joist) T2 JUS26 1881, 850 975 1060 1115 4) - 10d (Header) FL821.42, 2) - 10d (Joist) 11- 0510.01, RR 25779 LU516 855 990 1070 1165 4)-10d(Header) 2) - lad poist) T3 MSH422 1831, 2025 2025 2025 22) - 10d (Face - Face Max Nailing) FL822.36, 6) - 10d (Face - Top Max Nailing) 08- 6) - 10d (Joist - Face Max Nailing) 0303.06, 6) - 10d (Joist -Top Max Nailing) RR 25836 4) - 10d (Top - Top Max Nailing) 13116-R THA422 2245 2245 2245 6) -16d (Carried Member- Face Mount) 6) -10d (Carried Member - Tap Flange) 22) - i6d (Face -Face Mount) 2) -16d (Face - Top Flange) 4) -16d (Top - Top Flange) THA1422 1835 1835 1835 2) -10d x 1-112 or 2 -10d x 1-112 (Carried Member) 20) -10d or 12) - 10d (Face) 41-10d (Top) T4 THD26 1781, 1485 2855 3060 2170 18) - 16d (Face) FL13285.35, 12) - 10d x 1-1/2 (Joist) 06- 0921.05, RR 25843 HTU26 2940 3340 3600 1555 11) -10d x 1-112 (Carried Member) 20) -10d x 1-112 (Carried Member- Max Nailing) 20) -16dx 1-112 (Carrying Member) 20) -16d x 1-112 (Carrying Member- Max Nailing) US P STRUCTURAL CONNECTORS` A M(.Tek" Company Allowable Load (lbs) DF-L/SP LSL LVL PSL SPF I -JOIST 160% LISP Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T5 THD26-2 1781, 2540 2920 3175 2285 18) - 16d (Face) FL13285.35, 12) -10d (Joist) 06- 0921.05, RR 25843 13116-R HHU526-2 2785 3155 3405 1550 14) -16d (Face) 5) -16d (Joist) HTU26-2 2940 3340 3500 2175 20)- 10d(Carried Member - Max Nailing) 20) -16d (Carrying Member - Max Nailing) T6 THD28 1781, 3865 3965 3965 2330 28) -16d (Face) FL13285.35, 16) -10d x 1-1/2 (Joist) 06- 0921.05, RR 25843 HTU28 3820 4340 4680 2140 25) -10d x 1.112 (Corried Member - Max Nailing) 25) -16d (Carrying Member- Max Nailing) T7 THD28-2 1781, 3950 4540 4935 2595 28) - 16d (Face) FL13285.35, 16) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS28-2 4210 4770 5140 2000 22) -16d (Face) 8) -16d (Joist) HTU28-2 3820 4340 4680 3485 26) -10d (Carried Member - Max Nailing) 26) -16d (Carrying Member- Max Nailing) T8 THD46 1781, 2540 2920 3175 2285 18) - 16d (Face) FL13285.35, 12) -10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS46 2790 3160 3410 1550 14) -16d (Face) 6) -16d (Joist) S POSTRUCTURAL. CONNECTORS' A MITek' Company Hanpp- Allowable Load (lbs) DF-L/SP LSL LVL PSL SPF I -JOIST USP 160% 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 HHUS48 42I0 4770 5140 2000 22) - 16d (Face) 8) -16d (Joist) T10 THDH26-2 1881, 3915 4505 4795 2235 20) - 16d (Face) FL821.75, 8) - lOd (Joist) 06- 0921.05, RR 25779 13116-R HGU526-2 4355 4875 5230 2155 20) - 36d (Face) 8) - 16d (Joist) T11 THDH26-3 1881, 3915 4505 4795 2235 20) - 16d (Face) FL821.75, 8) - 10d (Joist) 06- 0921.05, RR 25779 HGU525-3 4355 4875 5230 2155 20) -16d (Face) 8) - 15d (Joist) T12 THDH28-2 1881, 6535 7515 8025 2665 36) - 16d (Face) FL821.77, 10) - 16d (Joist) RR 25779 13116-R HGU528-2 7460 7460 7460 3235 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 HGUS28-3 7460 7460 7460 3235 36) 16d (Face) 12) 16d (Joist) Fastener Comparison Table Connector Schedule Group Label LISP Stock No Required Fasteners Reference No Required Fasteners 4) - 10d (Header) 4) - IOd (Header) T1 JUS24 LUS24 2) - lad (Joist) 2) - lod (Joist) 4) - 1Od (Header) - 4) - 10d (Header) T2 JUS26 LUS26 4) -10d (Joist) 4) -10d (Joist) 22) - 10d (Face - Face Max Nailing) 6) - 16d (Carried Member - Face Mount) 6) - lod (Face - Top Max Nailing) 6) -16d (Carried Member - Top Flange) T3 MSH422 6) - lOd (Joist - Face Max Nailing) THA422 22) -16d (Face - Face Mount) 6) - 10d (Joist - Top Max Nailing) 1) - 16d (Face - Top Flange) 4) - lod (Top - Top Max Nailing) 4) -16d (Top - Top Flange) 11) -10dx 1-112 (Carried Member) 18) - 16d (Face) 12) - 10d x 1-1/2 (Joist) 20) - 10d x 1-112 (Carried Member- Max Nailing) T4 THD26 HTU26 20) - 16d (Carrying Member) 20) -16d (Carrying Member -Max Nailing) 18) - 16d (Face) 14) - 16d (Face) T5 THD26-2 HHUS26-2 12) - 10d (Joist) 6) -16d (Joist) 28) - 16d (Face) 26) -10d x 1-112 (Carried Member - Max Nailing) T6 THD28 HTU28 16) - 10d x 1-1/2 (Joist)... 26) - 16d x 1-112 (Carrying Member- Max Nailing) 28) - 16d (Face) 22) -16d (Face) T7 THD28-2 HHUS28-2 16) - 10d (Joist) 8) - 16d (Joist) 18) - 16d (Face) 14) -16d (Face) T8 THD46 HHUS46 12) - 10d (Joist) 6) - 16d (Joist) 28) - 16d (Face) 22) -16d (Face) T9 THD48 HHUS48 16) - 10d (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) 8) -16d (Joist) 36) -16d (Face) 36) - 16d (Face) T12 THDH28-2 HGUS28-2 10) -16d (Joist) 12) - 16d (Joist) 36) -16d (Face) 36) - 16d (Face) T13 THDH28-3 HGUS28-3 10) -16d (Joist) 12) -16d (Joist) usp STRUCTURAL CONNECTORS:" A MiTek` Company THDH26-3 THD46 D H 28-2 THDH26-2 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 ST-CRNRST & LVL NAILIN LVL NAILING SCHEDULE 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 @ TIC 3) 16d Toe Nails @ BC Attach King Jack w/ (2) 16d Toe Nails @ TIC & 24" Strap w/ (6) 10d. x 1.5" ea. end @ BC Attach Corner Jack's w/ (2) 16d Toe Nails @ TIC & BC (Typ) Attach Corner Jack's w/ (3) 16d Toe Nails @ TC & 2) 16d Toe Nails @ BC (Typ) R 04* SERI 3B BC A2 2100 4G 12 87 DE FEBRUARY 14, 2012 aa o0 O o a MiTek USA, Inc. Standard Gable End Detail SHEET 2 MiTek USA, Inc. Page 2 of 2 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD Trusses Qa 24" o.c. 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) - 10d COMMONS. Max. IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT \ MAY RESULT FROM THE BRACING OF THE GABLE ENDS \ Diag. Brace at 1 /3 points if needed End Wall NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS 2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH TWO 16d NAILS EACH. FASTEN PURLIN TO BLOCKING W/ TWO 16d NAILS (MIN) g PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE BRACE AND THE TWO TRUSSES 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. CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1 : ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAILING SCHEDULE. METHOD 2: ATTACH 2X _ SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING SCAB VERTINAILINGSCHEDULE. 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) MAXIMUM STUD LENGTHS ARE LISTED ON PAC ALL BRACING METHODS SHOWN ON PAGE 1 Al ._ VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. I STRUCTURAL GABLE TRUSS / 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 L Z INLAYED STUD AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST 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. a SE IAL'. # 313 BCA221000000 004G1297 €}F FEBRUARY 14, 2012 0 00 O DO a MiTek USA, Inc. STANDARD PIGGYBACK ° TRUSS CONNECTION DETAIL ST-PIGGY-PLATE MiTek USA, Inc. Page 1 of 1 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 piggybacktruss 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. 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. A3 0E1083y 1. 2. 0SERIAL : 38 BC A2 21 00 00 00 00 4C 12 87 DF FEBRUARY 14, ZU I Z Oju011Our O 00 a MiTek USA, Inc. VALLEY TRUSS TYPICAL SECURE VALLEY TRUSS W/ ONE ROW OF 1Od NAILS 6" O.C. r TRUSSED VALLEY SET DETAIL ST-VALLEY HIGH WIND2 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 EQUILIVANT 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. GABLE END, COMMON TRUSS 4. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND OR GIRDER TRUSS SECURE TO BASE TRUSSES AS PER DETAIL A 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NDS-01 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. II---T---Ir--71---Ir-- II---11-'--yl--- II II II II 11 II 1 II 11 II 11 11 11 1 II 11 II II II II 11 II II I 11 11 II II I 1111 II 11 11 II II II II I II II II II II II I II II 11 II II II II II 11 II BASE TRUSSES VALLEY TRUSS TYPICAL GABLE END, COMMON TRUSS T S 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 ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATEGORY II BUILDING N4 CONTINUOUS NO.2SYP EXPOSURE WIND DURATION OF LOAD INCREASE: 1.60OOFW/ TWO USP WS45 (1/4" X 4.5") TREWS INTO EACH BASE TRUSS. MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24" O.C. (BASE AND VALLEY) z MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES l.5" Max d®tiS101bbb it' 794 °rrrr IN deg 60083 SERIAL 3 B BC'A2 21 00 O0 00 00 4C 12 87 DF FEBRUARY 14, 2012 aaa 0 00 O 00 a MiTek USA, Inc. VALLEY TRUSS TYPICAL SECURE VALLEY TRUSS W/ ONE ROW OF 1 Od NAILS 6" O.C. . TRUSSED VALLEY SET DETAIL I ST—VALLEY HIGH WIND1 GABLE END, COMMON TRUSS OR GIRDER TRUSS MiTek USA, Inc. Page 1 of 1 GENERAL SPECIFICATIONS 1.NAIL SIZE =3"X0.131"=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 EQUILIVANT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING- 6. NAILING DONE PER NDS - 01 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. BASE TRUSSES VALLEY TRUSS TYPICAL GABLE END, COMMON TRUSS OP rlPnFR TRI ISR ATTACH 2x4 CONTINUOUS NO.2 SYP TO THE ROOF W/ TWO USP WS3 (1/4" X 3") WOOD SCREWS INTO EACH BASE TRUSS. r j DETAIL A NO SHEATHING) N.T.S. 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 ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATEGORY 11 BUILDING EXPOSURE C 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 tee j f1, t 60083 o . Pf}} 1/_ r SERIAL 313BCA221000000004C1237U: VOVEMBER 26, 2014 TRUSSED VALLEY SET DETAIL ST-VALLEYHIGHWINDVELOCITY) EVIDE moo 0 00 a MiTek USA, Inc. NOTE: VALLEY STUD SPACING NOT TO EXCEED 48" O.C. SPACING 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 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 SERIAL A:, 3B BCA221O00000004C1287DF MAY 24, 2012 a o0 O OO a MiTek USA, Inc. DIAGONAL BRACE 4'-0" O.C. MAX Standard Gable End Detail Typical 2x4 L-Brace Nailed To 2x4 Verticals W/1 Od Nails, 6" o.c. Vertical Stud i SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. 12 Varies to Common Truss ST-GE190-SP MiTek USA, Inc. Page 1 Vertical Stud 6aS 2X6 SP OR SPF No. 2 4 ) 1d N11DIAGONAL BRACE 16d Nails Spaced 6" o.c. 2) - 10d Nails into 2x6 2X6 SP OR SPF No. 2 Typical Horizontal Brace Nailed To 2x4 Verticals w/( 4)-10d Nails SECTION A -A 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. ATTACH DIAGONAL BRACE TO BLOCKING WITH 5) - 10d NAILS. B B 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-B 24" Max Roof Sheathi NOTE: 1. MINIMUM GRADE OF #2 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" BRACES 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'-0" 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. flag. Brace REFERTOSECTIONA -A) 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS U240. at 1 /3 points 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. If deeded 9. 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. End Wall 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. 3,1 Stud 16" O.C. 3-3-10 4-9-12 6-6-11 9-10-15 2x4SP- 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. 3-1-4 3-11-3 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 o.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 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING DURATION OF LOAD INCREASE: 1.60 CONNECTION OF BRACING IS BASED ON MWFRS. 10d NAILS jruss @ 24" o.c. I L2x6DIAGONAL BRACE SPACED ATTACHED TO VERTICAL WITH NAILS, AND ATTACHED TO NG WITH (5) -10d NAILS. HORIZONTAL BRACE SEE SECTION A -A) 313 BC A2 21 UO 0600 00 4C 12 87 DF August 10, 2010 T-BRACE / I -BRACE DETAIL WITH 2X BRACE ONLY ST - T-BRACE 2 00 ® 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. O 00 DNote: This detail NOT to be used to convert T-Brace / I -Brace MiTek USA, Inc. 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 / I -Brace On Two-Ply's Nail to Both Plies) WE Nails Nails Web Nails / Brace Nails 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 2x6 I -Brace 2x8 IM T-Brace MI -Brace Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 T-Brace 2x4 I -Brace 2x6 12x6 T-Brace 2x6 I -Brace 2x8 2x8 T-Brace 2x8l-Brace T-Brace / I -Brace must be same species and grade (or better) as web member. w P$# Boos a will as® 0% V SERTAL # 313 BCA22100 0000004C,1287 DF'. MiTek USA, Inc. Page m/ ' F\/--1[[_1TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, ALONG A FLOOR TRUSS. LOCATED EVERY 8 TO 10 FEET In- 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. x rxoxrnv nnox ATTACH ro«Enrm»L asnrWOOD SCREW THROUGH ouroms uesws n m/wu wsuwn 4 ouwx/a SCAB »«nn(q 10uw*/uu FACE oFCHORD INTO EDGE oFarnomua*ox wo* onro rr o* `",'^' `^/ (DO NOT USE nnnmAuTYPE SCREWS) roropo* on . 1z/` xa') ATTACH roVERTICAL WEB WITH (o) /ouwA/Lu BLOCKING BEHIND THE VERTICAL WEB Wsamn cowmewosowm ATTACH 2x4VERTICAL mFACE OF TRUSS. FASTEN roTOP AND Borromo*onuvvn* /oo ATTACH roCHORD WITH TWO #1ux3" W000nnnmvx/,1 mxw u^1=mE/* L,xxMImu ^//acn/u"I:v/mxL muI=*/u:KEW/*xuuuHOUTSIDE: a*ro mm mc*onro rcn »veow«*m) ouwm SCAB wn*C4 1ouwmLo FACE orCHORD INTO EDGE oF roeorromo*onu (u1n1''xu'') urnuwoaAox oNOT USE om^xa^> DRYWALL TYPE SCREWS) w u a oomwa TRUSSSTRONG ACK (TYPICAL SPLICE) (BY OT S)_sns; THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO ADEQUATE SUPPORT, I DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4'-0" LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS ALTERNATE METHOD OrSPLICING: OVERLAP STnowaoACxMEMBERS A MINIMUM oF4 oAND FASTEN WITH <1u1 1od w«|Ls 13/^x3") STAGGERED AND c/ SPAnsn. TO asUSED ONLY WHEN STnOwGoACK0NOT ALIGNED WITH AVERTICAL) JANUARY 28, 2015 LATERAL TOE -NAIL DETAIL ST-TOENAIL SP n= O ® MiTek USA, Inc. Page 1 of 1 NOTES: . TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER a oo AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND 0 o EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. MiTe{< 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 (Ib/nail) DIAM. SP DF HF SPF SPF-S 131 88.0 80.6 69.9 68.4 59.7 Z O 135 93.5 85.6 74.2 72.6 63.4 J 162 108.8 99.6 86.4 84.5 73.8 co z 128 74.2 67.9 58.9 57.6 50.3 131 75.9 69.5 60.3 59.0 51.1 N 148 81.4 74.5 64.6 63.2 52.5 co VALUES SHOWN ARE CAPACITY PER TOE -NAIL. 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 1.15: 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 o ANGLE MAY VARY FROM 30 ° TO 60 0 THIS DETAIL APPLICABLE TO THE THREE END DETAILS SHOWN BELOW VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY SIDE VIEW 2x4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE 45.00 ° SIDE VIEW 2x3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW 2x6) 4 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE SERIt L' March 4, 2013 UPLIFT TOE -NAIL DETAIL ST-TOENAIL UPLIFT MiTek USA, Inc. Page 1 of 0 0o THIS DETAIL SHALL BE USED FOR A CONNECTION RESISTING a oo UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE a FOR LOADS IN OTHER DIRECTIONS, MiTek USA, Inc. END VIEW SIDE VIEW 0.00 TOP PLATE OF W LL 1" FOR 3" NAIL NEAR SIDE 1-1/16" FOR 3.25" NAIL NEAR SIDE L 1-3/i6" FOR 3.5" NAIL VIEWS SHOWN ARE FOR FAR SIDE ILLUSTRATION PURPOSES ONLY TOE -NAIL WITHDRAWAL VALUES PER NDS 2005 (lb/nail) DIAM. I SP DF HF SPF SPF-S O 59 46 32 20 z O 131 135 60 48 33 30 30 20 J n 162 72 58 39 37 25 co 128 54 42 28 27 19 w Z 131 55 43 29 28 19 J J cw 148 62 34 31 21 M 48 _ z 0 120 51 39 27 26 17 z O 128 49 38 26 25 17 J o 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 NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE 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 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 (Ib/nail) X 1.33 (DOL for 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 Ibs (177 Ibs) Building Designer is responsible to specifiy a different connection. USE (3) TOE -NAILS ON 2x4 BEARING WALL USE (4) TOE -NAILS ON 2x6 BEARING WALL A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 1.5x4 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. 6 E N S fi••. " °ram SERIAL # 3BBC'A22100 00,00 004C1207DF ; TYPICAL ALTERNATE BRACING DETAILApril11, 2016 FO EXTERIOR FLAT GIRDER TRUSS ST-FLAT GIR BRACE A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 4) 12d TRUSS 2411®.c. UPLIFT CONNECTION SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES 4) 12d MAX 30" (2'-6") 2x6 #2 SP (Both Faces) 24" O.C. SIMPSON H-5 ro"#e•" 1F . 38 BCA221GO0000GO4C1237DF 6any•11::'rie l.P[:vtL,'idlu IIliSll; flFilCNNkL'1FW4A(!1 PfTI4:[;71k'LLTT;I:iYq;IwWT Mirt. lnlflnq.lnuv/xiwdli[I uhvnrii 5a,v 4r-;9,.iy T3i'rF,•t'.LW 4"lf.l4rtxv_SNNI'k„n Rk mi.. f rt/i.11r 110, atr; ' I'n..w,w, reu Nms»RYMN d. is I -D:,y. h,mul 4q . [»n; e. -d, r ern! m r+..oln,x oe,4a[<*f nprici3,'MMI dn: w¢e lrt: lla,l ep.i ! m1 'a •[> c,nai;bN.q w:Iai[iner. tinLhonY T. TumbO tlt, P.E. mlW dnlnvinwit^YSb 4 hl•4•+J 46n[WWiN ynln rt, {.aaryC 7w - N[mh ld J(e y !c!1 tb),W oW[L,IJ. _W.d,tM A/d ,ENav Sa Lnt W.3'94..1x,, inP vMM td bitiel d'dli rynm[..M - = SU193. t. ^!p`I"i Otv u nifinvhe,' Ip i !M a-'IQai (uwn alpk: IdM beat'! ,peul5,br .,nY !(P Mu'li/h M W WI., I,hwtl Ir —I A'I AE ii"I.I. k[I ft.W..1.P4xq, f:Ka W11.tIMx4,pH. wSu- .. Aa. w.![ee!!y,lnw gnly ..uyey.vi*+ 4451 St lode Blvd. Far Pierca, FL:34946 topnt 6i P'701dAd Reoltrm(n-Amh'o.jT,tosRfa7l t.G PiFlod<hooehbnda.uen. in eey islm.nplo:.i6hFd.uMmlleti'rineeDer nsfenSoA lleol Lu[sei-klA:ayLlan6nlll, i:E, - OCTOBER 15, 2014 STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS ST-REP01 Al AND DAMAGED OR MISSING CHORD SPLICE PLATES O o0 O 00 a MiTek USA, Inc. MiTek USA, Inc. Page 1 of 1 TOTAL NUMBER Of NAILS EACH SIDE OFBREAK' x INCHES MAXIMUM FORCE (Ibs) 15 % LOAD DURATION SP DF 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 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: L=(2)X+C 10d NAI 10d NAI 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) DO 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 DURINGANDHELDINPLACE 3. THE EN DISTANCE, EDGE DISTANCE AINND SREPAIR. SPACING NAILS SHALL BE SUCH AS TO AVOID 4`14` -. ro,,, s•,, UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID•.• a •. •.i• I 4+ LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. r+, 5. 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. 40 sm 41 N M4O`* SERIAL #:= aR dr t nn nnnnnnnc 't P7 ` March 4, 2013 I SCAB APPLIED OVERHANGS l J0 O TRUSS CRITERIA: LOADING: 40-10-0-10 0 0o DURATION FACTOR: 1.15 o 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 2xSCAB (MINIMUM NO.2 GRADE SPF, HF, SP, DF) TO ONE FACE OF TRUSS WIT_H 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 ST- REP13A MiTek USA, Inc. Page 1 of 1 M A(' 1') 07 nL:: REPAIR REQUESTS When sending in repair requests, please use engineering sheets to describe issue or damage, and email to design@altruss.com. NOTE: It is appreciated if actual pictures of the damage or problem are included with the engineering sheet, but pictures by themselves are usually not very helpful. Engineering sheets with the damage or issue noted are required. 1. If there are any special circumstances (sheeted, trades in, etc.) please make sure you note it on the drawing or email request. 2. We cannot provide sealed drawings for "field built" trusses. 2. See details below. BREAK a: Use a line to note the exact !ocatiion of the break 4x6._II_.,.. x3 11 1 2 ALT/ I VEBBE.4FiNGCONDITION r<<-,tn n_„ Lcal orn oP b:uunc a,:d p-rr ide irr'ensicr. as need-d 3x3. - FP= ... 3x3..I1 3 4 6 t II-•SIH - 04l-JAGEO PLATES: ijrje mor need 3x4 1.5x4 i I 1.5x4 311 7 V 8 9 22 21 20 19 t 18 17 1.5x4 11 3x6 =. 1.5x4 11 1.5x4 11. ` i t 3x6 == 3x6 FP- 16 15 3x4 = 3x3 = TRUSS MODIFli .tTIC t ` s lon i ;no : shal J t,:rC as r5ail-f _ ar.i t.c i:;a a l ns. ;ii3 au needed. j--^ 5x6 = 10 11., 12 i i /• r 14 i TOO L C`t']G 4x6 = 1. pie S{: 3:, e 8. Y.., ti;i.;.;;ryA.. s;°•redL..6...... scti??i`.y:}`.•'•.i:,;Es`••Yy::'•;cS;:?ai'i>.G:;:;'r,:•'.L'.:ti;:'°3:;:•? 4°..3....... 5...1..h... e+,;y:•v?ei F.y4i'si$ h...4.. h.. a'ti:%'e.k!.•°:}' i'?'rde t 3'ri'ifi%'7%S1'?iJ:.Y4..!.: h Yd.l't. r"!44..h...:L..d 0}..1 h... ry..:. _. h .. 0 t C t 1r NX 4u Bill] rfi r i r a: lk r d I 2 4 , EM 1 I IN IA PAP I' I-21 IIJKEMP r v.,. K6 ra. I 4 4°•< I LL!i,v I I I I I 4a"•.•:,e} I fe°; °'f .. a.R.-. I I I s.` t tt UNLESS NOTED OTHERWISE) - NOTE: ALL CEILING DROPS BELOW BEAM ARE BY BUILDER (UNLESS NOTED OTHERWISE)- JQT.E: 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. _ - e REFERT TH -'- _ O E INDIVI ADU L TR SU S ENGIN ERIN - E G = DRAWINGS FOR GRAVITY AND UPLIFT LOADS. FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 AND/OR ENGINEER OF RECORD - - - - e=eo _ o e d_ C e REPRESENTS THE LEFT SIDE OFaEACHTRUSSDRAWING TH046 B 1U526 iJ\ MSH422 0 _ - gca v THD26'.0 MUS26 OD THD28 OE THD26-2 OF THD28-2 JUS46 HANGER BY BUILDER LOADING ROOF FLOOR WIND LOAD O LIVE LOAD 20 ASCE 7-10 of c=i DEAD LOAD 10 - 150 MPH EXP C F LIVE LOAD 10- - CATEGORY It 00 '@ DEAD LOAD SO - ENCLOSED = m - _ .E - m > _e E9 TOTAL LOAD 40 - FBC-2014 o e DURATION FACTOR 1.25 - TPI-2007- REV DATE BY REMARKS- 01 09/09/2016 JT REVISED ENTRYTRUSS DIMENSION - It is understood that above - - - condltiOnS have been reviewed APPROVED _ _ - are acceptable for the APPROVED AS NOTEDfabricationattrusses, __ _ _ elevations,pitches, overhangs, fascias,ceiling REVISE AND RESUBMIT - - - elevations,pitches, bearing REJECTED conditions & all detail pertaining to this truss placement plan. No back charges will be accepted DATE ~_ ` - rz without previous written o - - - approval from an A-1 Roof - _ _- Trusses representative. REVIEWED BY PLAN DATE ARCH: --/--/---- STRUCT:--/--/--- - e CUSTOMER RYAN HOMES JOB NAME SEAGATEv4 "F' GQAGER/G//f ' _ - _ OPTION(S) 9' - 4" CLANVGS COMMNTY - LOTX - my BLDG BLDG TYPE JOB X - MASTER XR5SG4F9 gE DRAWN SCALE - DATE SO 18 2016 - - ECC NT.S HATCH LEGEND Digitalysigned I- 1'45 76 ` aaraµrrnrer,fi AnthonytjbyAntho.yT. W.. {T.r w — --- FOYER CLG.i ' TOITlbO Tombo,01— J S l"T GEN3 jai. r. Datr.2016.10.2Li. 0 3 j4„ 9 _4 A.F.F. z No eov/s 1 t A <EA D 36:lAaPL °D ' m _ _ - I"FLOOR 0' _ A-1 ROOF 12' - $n A.F.F. ROOF 305243 t FASCIA 24045 TRUSSES c e 14' - 0" A.F.F.: a°p f ..`•°aQr HIP LINE 15652 NFL- • A FLORIDA CORPORATION ` NMriaa :VALLEY LINE 3268, - m _ Ph 772-409-1010 1 Fax 772-409-1015 = e - iS£.RiAL, ....-.,,............,...-,Y..Y, _ .. RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # # 1 7- 3 5 4 3 Project Location Address. rv1LDIA/6 SANF ?RD 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.orq. 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 15000.2/15000.4 Sliding Ply Gem 4780 SGD 14634.2 - R1 Sectional Wayne Dalton 9100 - #0600 / #0607 9174.11 8174.20 - R11 Roll Up Automatic Other 2. Windows Single Hung PI Gem 4712 4812 14039.1- R2 Horizontal Slider Casement Double Hung Fixed PI Gem 4701FL 705 Awning Pass Through Projected Mullions Ply Gem 4700 15264 - R1 Wind Breaker Dual Action Other June 2014 Category/ Subcategory Manufacturer Product Description Florida Approval # including decimal 3. Panel Walls Siding Soffits Aluminum Coils Inc. Aluminum SoffitPanels 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 Underlayments InterWrap Inc. Rhino Roof Underlayment 151216 - R2 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium Metals Inc. MMI-213 Off Ridge Vent 16568.2 - R1 Other June 2014 Category/Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll up 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 SP€C CoristruGtion Products 1. Product Name Grace Vycore Plus Self -Adhered Flashing 2. Manufacturer Grace Construction Products 62 Whittemore Avenue Cambridge, MA 02140 866) 333-3SBM (3726) Fax: (410) 431-7281 www.groceconstruction.com www.graceathome.corn 3. Product Description BASIC USE Grace Vyoor® Plus Self -Adhered Hashing is a self -searing, fully adhered, composite flexible flashing designed to protect critical non -roof details from air, water and moisture infiltration. It provides an excellent positive seal around the outside and inside of doors and windows and can be used to seal joints, seams, holes and other undesirable openings in wall systems. COMPOSITION & MATERIALS Grace Vycor Plus Self -Adhered Hashing is a 25 mil (0.64 mm), cold applied, self -adhering membrane consisting of a 3 mil (0.07 mm) high density, cross -laminated polyethylene film coated on one side with a 22 mil (0.56 mm) layer of rubberized asphalt adhesive. For ease of application, the rolls are interwound with a disposable silicone coated release sheet. The flashing is a dark gray -black, Grace Vycor Plus Self -Adhered Hashing is now available with RIPCORD'm, 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, Priming is generally not required for most substrates provided they are dean and dry. However, oh concrete, masonry and DensGlass Gold® 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 Perm-A-Barrier.WB Primer is 250 - 350 ftZ/gal 6 - 8 n-K). SIZES Grace Vycor PNs Self -Adhered Flashing is available in 79 (22.9 m) rolls in widths of 4°, 6", 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 rolls per carton, LIMITATIONS Grace Vycor Plus Self -Adhered Hashing must not be applied in areas where it will be per- manently exposed to sunlight, and must be covered within a reasonable amount of time not to exceed 30 days. Grace Vycor Plus should not be used in hot desert areas in the southwestern United States. The following sealants are chemically com- patible with the adhesive side of Grace Vyoor Plus Self -Adhered Hashing if the specific formu- lation does not contain hydrocarbon solvents: silicone, acrylic, butyl, 1-part polyurethane and 2-part polyurethane. This flashing is incompoti- ble with creosote; joint sealants containing polysulfide polymer or hydrocarbon solvents; products manufactured from EPDM and flexk 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 Liquid -Applied Bastomeric 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 Stripping Strength of Adhesive Bonds ASTM D1876 Standard Test Method for Peel Resistance of Adhesives J--Peel Test) ASTM D1970 Standard Specification for Self - Adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roofing Underlayment for hoe Dam Protection ASTM D3767 Standard Practice for Rubber - Measurement of Dimensions FLEXIBLE FLASHING 07650 Grace Construction Products PHYSICALICHEMICAL PROPERTIES See Table 1. 5. Installation STORAGE Protect materials from rain and physical dam- 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 C), 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 of point of use as is required for each dayss work. ENVIRONMENTAL CONDITIONS Grace Vycor Plus Self -Adhered Hashing can- not .be applied to moist or damp surfaces. After precipitation, allow a minimum of 24 hours for drying before installing the flashing. Grace Vycor Plus Self -Adhered Hashing can be applied at air and surface temperature of 25 degrees F (4 degrees C) and above. APPUCATION METHODS Surface Preparation Substrate must be smooth, clean, 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 dirt from the surface wherever Grace Vycor Plus Self -Adhered Hashing is to be applied by wip- ing wrfh a dean dry cloth or brush. if the flash- ing does not adhere properly to the substrate, apply Perm -A -Barrier WB Primer at a coverage rate of 250 - 350 ft2/gal (6 - 8 m2/L). Allow primer to dry completely, approxi- mately 1 hour depending on weather condi- 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 I hour. If primed areas are not covered that day, reprime area if there is significant dust or dirt contamination. Hashing Application Install the membrane following the shingle principle: Apply the top membrane layer over the bottom layer so that the system sheds water, For ease of installatior-6 Grace Vycor Plus Self -Adhered Hashing has measure mark- ings at 6" and 12" 052 and 305 mm) intervals. Cut Vyoor Plus into appropriate lengths, Mr-DATAe and MANIFSM.P are registered trademorla of Reed Stevier Inc The ten padSPEGDATA format contours to the editorial style &, Reed Construction of The Construction 4walficoliom butilute and Is used with their pemdssion. The manufoch"er ieresporstle far fedvncot acamay. 0M Reed Construction Data. AO Rrphts Reserved Data. 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 evenly as possible over the open- ing and avoiding 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 bridgb joints, gaps or voids in excess of 114e (6.4 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 properly. The best infor- mation on safe handling, storage, personal protection, health and environmental cordd- orations has been gathered. Material Safety Data Sheets (MSDS) are available from the manufacturer upon request. All users must acquaint themselves with this information. Carefully read detailed precaution statements on product labels and MSDS before use, 6. Availability & Cost AVAILANUTY 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 Self -Adhered Hashing is competitively priced, For specific information, contact a Grace Construction Products repre- sentative. FLEXIBLE FLASHING 07650 Grace Construction Products TABLE 1 TYPICAL PHYSICAL PROPERTIES OF GRACE VYCOR PLUS SE F-ADHHR® FLASHING Property & test Typical value Color Gray -Black Thickness, ASTM D3767, Method A 25 m1(0b4 mm) Low temperature flexibility, ASTM D1970 Unaffected at -45°F (-43°C 13ongation, ultimate failure of rubberized asphalt, per ASTM D412 200% minimum Cracked cycling 100 cycles per ASTM C836 Unaffected at -25°F (32°C) Lap adhesion at minimum application temperature, 60 plf (875 N/m) width ASTM D1876 Modified Adhesion to concrete of minimum application temperature, 60 plf (875 N/m) width ASTM D903 7. Warranty Grace Vycor 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 Hashing, when installed in accordance wfth manufacturer's recommendations, will not require maintenance. 9, Technical Services Full-time, technically trained Grace Construction Products representatives and technical person- nel, backed by research and development staff, provide support. 10. Fling Systems First SourcO Additional product information is available from the manufacturer, W. R. Grace & Ca -Corm. hopes the information here vA be telpfti B B based upon data and knowledge convdered to be true and accu- rate and is offered for the users' consideration, mvesfgotion and ver- Ificotiort but we do not warrant the results to be obtained Hesse read all statements recommendations and suggestions in conjtme lion with our conditions of sale, utich apply to all goods applied by us No statement, recommendation or suggestion Is intended for any use vhach world Infringe arty patent or copyright. W. R. Grace & Ca Cimn, 62 Whittemore Avenue Cambridge, MA 02144 In Canada Grace Canada Inc, 294 Clements Road West Ajax, Ontaria Canada LIS Su Wulr here, Perm -A -Barrier and Vycor are registered trodemofkS and R PCORD is a trademark of W. R. Grace & Co. -Conn Densaoss Gold is a registered trademark of Georgio-Pacific Corporation Copyright M W. R. Grace & Co, Corn. TP•098E . Rhed'ntha USA B/D4 A5/1.1/3M SPeDDATAe and MANMM:i are registered trademarla of Reed Bsevier Inc The ten part SPEGDATA format mnfarns to the editorial style Reed Construction J of The Construction SpedGmtions butitute and Is shed w1h their permisd= The manufacturer is respomble fa 1,ed*4=1 cauracy. OM Reed Coruhucfion Dala. AD Rights Reserved. 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' 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 B). Step Two: Before installing flashing on sill and jambs, locate the RIPCORD. 13 Step Three: Rewind the pre-cut flashing. Position inside rough opening on the vertical jamb 9 inches up on each side. Apply to win- dowsill, 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. z =.1_ Note: Do not remove the release paper on the bottom half of the flashing unfit 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. (ASTM does not require a sealant on top of window flange when using self -adhered flashing.) 101 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 VCRDET--100) the weather -resistive barrier has already been installed before the window and flashing. o' ja° P b - 7. __ yy :.sF 115__ F-1 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. Flashing Application Instrucfiions for Windows WINDOW INSTALLATION: METHOD B AFTER WEATHER -RESISTIVE BARRIER (continued) Step Four: Reroll the pre-cutflashing. 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 flashings. install window as per manufacturer's recommendation. If sealant is used, ensure all excess sealant is removed from nailing flange and surrounding area to provide a smooth continuous substrate. 15 Step Five: Applythe pre-cutflashing 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 VCRDET-107). Unroll flashing by removing the release paper exposing the adhesive. Roll firmly into place as necessary. Repeat on other side. E-1 Flashing Application Instructions for Windows WINDOW INSTALLATION: METHOD B AFTER WEATHER -RESISTIVE BARRIER (continued) 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 attop outermost corners, as necessary. Step Seven: 17 _ _ Remove temporary secure- 1 merit 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. e$ Step Eight: Flashing should be long enough to direct water over the nailing flange of the last course of siding see Detail VCRDEii107). Trim excess flashing 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). 1 Flashing Application Instructions for Doors 111 i tI i 111IJ Like flashing windows, Grace Vycor Plus is also the product of choice for flashing around doors. I I Step One: Using the measurement markings, pre-cut a 12 inch piece of Grace Vycor Plus. Install onto ledger board. Ij I3 Step Two: Install the weather - resistive barrier as per manufacturers recom- mendation. Cutoutthe 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 35 (VCRDET 200). For deck installation detail refer to page 37 (Detail VCRDET 300). For complete deck installation guidelines consult the deck section of this book. Flanged Window VCRDET--too Flashing Installation After Weather -Resistive Barrier MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE VYCOR® PLUS — WFAIIi - P.Mg NE DARFIER WEATHER - RESISTIVE BARRIER - DO NOT FLASH OVER BOTTOM NAILING FLANGE Head flashing tie-in instructions: 1. Cut, fold up and temporarily secure weather -resistive barrier above header to allow for flashing installation 2. Install Grace Vycor Plus head flashing FOLD UP WEATHER- under weather -resistive barrier RESISTIVE BARRIER & TEMPORARILY SECURE 3. Fold weather -resistive barrier back over I head flashing and seal with tape EXTERIOR Notes: 1. For the most current details, installation SHEATHING video and product information, see our SILL PLATE web site at www.graceconstruction.com SEE VCRDET-106 FOR OPTIONS) 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Remove weather -resistive barrier from top GRACE VYCOR®PLUS of window sill plate 4. Install Grace Vycor Plus in order shown by numbers 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--tot Option 1- Low Exposure Notes: EXTERIOR SHEATHING 1. For the most current details, installation video NAILING FLANGE and product information, see our web site at www.graceconstructi on.com MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH 2. RIPCORD® (Split Release on Demand) can be GRACE VYCOR® PLUS ; %" SILL PLATE removed from Grace Vycor Plus for ease of SEE VCRDET-106 installation FOR OPTIONS) 3. Install Grace Vycor Plus in order as shown by numbers GRACE C; GRACE 4. If applicable, leave release paper on lower half of sill flashing until future tie-in GRACE VYCOR®PLUS VYCO oPLUS 5. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps f 6. Detail also relevant for Grace Vycor V40 DO NOT FLASH OVER — " BOTTOM NAILING FLANGE 00 A M A 0 Flanged Window VCRDEr--102 Option 2 - AAMA Recommendation Notes: MECHANICALLY NECESSARY IN ( GRACE VYCOR® GRACE VYCOR® PLUS DO NOT FLASH C BOTTOM NAILING I-LANut: Flanged Window VCRDEr--103 Option 3 - Severe Exposure MECHANICALLY FASTEN P NECESSARY IN CORNERS THROUPH GRACE VYCOR PLUS a GRACE VYCOR® PLUS 1 i 1 IY, 1I1 DO NOT FLASH OVER J BOTTOM NAILING FLANGE cvr otno G EXTERIOR SHEATHING SILL PLATE SEE VCRDET-106 FOR OPTIONS) GRACE VYCORO PLUS 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. If applicable, leave release paper on lower half of sill flashing until future tie-in 5. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 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 in order shown by numbers 4. If applicable, leave release paper on lower 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 Half Round Window VCRDE--104 Option 1- low to Moderate Exposure EXTERIOR SHEATHING REFER -TO TECHNICAL— LET'ER#i ON CHEMICAL COMPATIBILITY WITH NAILING FLANGE a DO NOT FLASH OVER BOTTOM NAILING FLANGE GRACE VYCOR® PLUS — a CORNER PATCH - SEE VCRDET-504 FOR OPTIONS) Notes: 1. For the most current details, installation video SILL PLATE ( SEEVCRDET-106 and product information, see our web site at FOR OPTIONS) wwwnraceconstruction.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 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 VycorV40 Half Round Window VCRDEr--105 Option 2 - Severe Exposure Notes: EXTERIOR SHEATHING --tea 1. For the most current details, installation video and product information, see our web site at REFER TO TECHNICAL ON CHEMICAL www.graceconstruction.comLETTER#1 COMPATIBILITY WITH -_ -' - -- TE NAILING FLANGE - - _:i ''' SEEVCRDET-106 `. ' Z. RIPCORD® (Split Release on Demand) can be FOR OPTIONS) removed from Grace Vycor Plus for ease of GRACEO. - - VYCOR®PLUS - - Installation 3. Install Grace Vycor Plus in order shown GRACE by numbers VYCOR® PLUS S - - 4. Mechanically fasten as necessary i. -':= 5. If applicable, leave release paper on lower half of sill flashing until future tie-in q. 6. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps DO NOT FLASH OVER BOTTOM NAILING FLANGE 7. Detail also relevant for Grace Vycor V40 Sill Plate Options VCRDET-106 OPTION - A NOTE #2-' WALL SHEATHING VINYI GRACE VYCOR® PLUS WOODEN SIDING SILL PLATE OPTION - B Notes: 1. For the most current details, installation CORNER PATCH OR video and product information, see our COMPATIBLE SEALANT web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can WOODEN be removed from Grace Vycor Pius forFURRING STRIP ease of installation 3. Remove weather -resistive barrier from SILL PLATE top of window sill plate 4. Install sill flashing as shown at left SEE NOTE #2 5. Install Grace Vycor Plus around remaining window unit per Grace Window Details WALL SHEATHING VCRDET-100 to 105) S. 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 Tie-in with Vinyl Siding at Window .Sill VCRDET-107 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD0 (Split Release on Demand) can be removed from Grace Vycor Pius for ease of installation 3. Install Grace Vycor Plus and weather -resistive barrier to form RD@ 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 Flashing until future tie-inFOROPTIONS) 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 UV 7. Install Grace Vycor Plus around remaining window unit per Grace Window Details (VCRDET-100 to 105) HEATHER -RESISTIVE BARRIER (OPTIONAL) 8. Detail also relevantfor Grace Vycor V40 9. Leave release paper on or other bond breaker between Grace Vycor Plus and vinyl Outside Corner VCRDET-5DD WEATHER RESTS' BARRIER (OPTIOI GRACE VYCOR® PLUS Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com IEATHING 2. WCORDa (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 VYCOR0 PLUS 6. Detail also relevant for Grace Vycor V40 ET-504 FOR OPTIONS) Wall -to -Wall Outside Corner VCRDEr--501 Notes: GRACE VYCOR PLUS SIDING R IS 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 RUBBE ASPHI RUBBERIZED ASPHALT ADHESIVE E R® PLUS M1, ED RELEASE I BEFORE FOLDING, SCORE RELEASE PAPER 70 EXPOSEAOHESNEASSHOWN) MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE UNDEREAYMENT 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 corner . 7. Install Grace Vycor Plus and weather -resistive bar- rier to form water -shedding laps 8. D etail also re I evant for G race Vycor V40 Wall -to -Wall Inside Corner VCRDET-503 Notes: VINYL SIDING VYCOR' SIDING WOOD SIDING 1. For the most current details, installation video and product information, see our web site at www.graceci)nstruction.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 corner for the height of the wall 6. Detail also relevant for Grace Vycor V40 Corner Detailing Patch Options VCRDET--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 PATCH -A Option-13 PATCH-B Option-C PATCI 1 RELIEF CUT r!1 I 1 i 1-A INSTALLED AT CORNER F.. -1 INSTALLED AT CORNER PATCH-C INSTALLED AT CORNER Foundation Sill Plato VCRDET-505 Option 1 WEATHER-RESIST[VE BARRIER (OPTIONAL)-1 EXTERIOR - SHEATHING GRACE VYCOR® STUD WALL SILL SEAL GRACEVYCOR0 PLUS FOUNDATION WALL Foundation Sill Plate VCRDET-506 Option 2 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. Install Grace Vycor Plus and weather-resis- tive barrier to form water -shedding laps 5. If priming is necessary, use Perm-A-Barrier` s WB Primer to promote adhesion to concrete 6. Detail also relevant for Grace Vycor V40 Notes: Alk Georgia-Pacific DensArmorTechnical 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-B00-225-6119 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 - parry 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 D6329, 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' ( CHPS') 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 use in new construction or renovation work They are designed for direct attachment wit' s:gm vs or nails to wood and metal framing or existing surfaces. They may beusedasacoveringmaterialforflatorcurvedstructures. 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 n.+ o 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 1257 (52'C), 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 C' 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. continued — ) 14 Georgia-Pacific ens,ArmorPlus° Interior Panels Sizes and Edges DensArmor Plus Thickness: 1/2" (12.7 mm); Width: 4' (1219 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" (15.9 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 Technical Service Hotline 1.800.225.6119 or WWW.gpgypsum.co.m 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" (12.7 mm) 1/2" (12.7 mm) 5/8" (15.9 mm) 1/64" (0.4 mm) 5/8" (15.9 mm) 1/64" (0.4 mm) 1/64" (0.4 mm) Width, standard° 4' (1219 mm) 3/32" (2.4 mm) 4' (1219 mm) 3/32" (2.4 mm) 4' (1219 mm) 3/32" (2.4 mm) 4' (1219 mm) 3/32" (2.4 mm) Length, standard" 81(2438 mm)to 12,(3658 mm) 8'(2438 mm)to 12'(3658 mm) 81(2438 mm)to 12'(3658 mm) 81(2438o mm358) 1/4" (6.4 mm) 1/4" (6.4 mm) 1/4" (6.4 mm) 5.4 m Weight', nominal, lbs./sq. ft., (Kg/m2) 2.0 (9.8) 2.0 (9.8) 2.5 (12.2) 2.4 (12.1) Edges Tapered Tapered Tapered Tapered g Permeance', Perms (ng/Pa • s • mz) 10 (570) 10 (570) 10 PO) 570) Linear expansion with moisture change, in/in %RH (mm/mm %BH) 6.25 x 10-' 6.25 x 10-1 6.25 x 10-6 6.25 x 10b Coefficient of thermal expansion, infinff(mm/mm/°C) 8.5x10-(15.3xIV) 8.5x10-1(15.3x10-) 8.5x1V(15.3x10-) 8.5x1V(15.3x104) Flexural strength, parallel, Ibf.3' IN) z80 (356) z80 (356) z100 (444) z100 (444) Flexuial strength, perpendicular, Ibf.3•° IN) z10o (444) z10014441 z140(622) z140(622) R Value', ft'- °F• hr/BTU (m2• K/W) 56 (0.099) 56 (0.099) 67 (0.118) 67 (0.118) Combustibility- Noncombustible Noncombustible Noncombustible Noncombustible Nail pull resistance, Ibf.1," IN) z80 (356) zBO (356) 90 (400) 290 (400) Hardness core, edges and ends, Ibf. IN) zl5 (67) z15 (67) z05 (67) z15 (67) Water absorption (°h of weight)3.4 5 5 5 5 Surface water absorption3.4 1.6 grams 1.6 grams 1.6 grams 1.6 grams Surface burning characteristics per ASTM EB4 or CAN/ULC S102): 0/0 O/0 0/0 flame spread/smoke developed 0/0 Humidified defection3.4 5Z/B" (6.4 mm) 52/8" (6A mm) 51/B" (3 mm) 51/13" (3 mm) Bending radius fi' (1829 mm) 6' (1829 mm) 8' (2438 mm) B' (2438 mm) Represents approximate weight for design and shipping purposes 5 Double fasteners on ends as needed 2 Tested in accordance with ASTM C518 5 As defined and tested in accordance with ASTM E136 or CAN/ULC S114. Tested in accordance with ASTM C473 ' Tested in accordance with ASTM E96 (dry cup method) Specified values per ASTM C1658 and ASTM C1177 Georgia-Pacific Gypsum U.SA, Georgia-Pacific Gypsum LLC Georgia-Pacific Gypsum II LLC Canada Georgia-Pacific Canada LP SALES INFORMATION AND ORDER PLACEMENT U.S.A. West 1-800-924-7503 Midwest 1-800-876-4746 South Central: 1-80D-Z31-6060 Southeast 1-800-327-2344 Northeast 1-SOD-947-4497 CANADA Canada Toll Free:1-800-397-6823 Quebec Toll Free: 1-SOD-361-0486 TECHNICAL INFORMATION U.S.A. and Canada:1-SOD-225-6119, www.gpgypsum.com TRADEMARKS Unless otherwise noted, all trademarks are owned by or licensed to Georgia-Pacific Gypsum LLC. 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 ratingand, 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 otherspecifiedfireresistanceorprotectioninanactualfire. 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. 02014 Georgia-Pacific Gypsum LLC. All rights reserved IN. GP -TM UL hem 4-M48. Georgia-Pacific DensiGlass° Sheathin4 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 D3273 test method. DensGlass 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 5114. 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 (EIFS); 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 DensGlass 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 n+o Technical Service Hotline 1.800.225.6119 or www.gpgypsum.com When DensGlass Sheathing panels are used in slanteo wan appiicauons, urar pui uui 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 any system is the responsibility of the system manufacturer or design authority. Do not laminate masonry surfaces to DensGlass Sheathing; use furring strips or framing. DensGlass Sheathing is not intended for roof applications. For roof applications, consult our DensDecks Roof Board brochure. DensGlass Sheathing is not intended for interior or exterior file applications. For interior file applications, consult our DensShield® 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 El36 or CAN/ULC 5114. 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) DensGlass® 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 5102. 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 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 ± 1/8" (3.2 mm) Lengths: 8' (2438 mm), 9' (2743 mm) or 10' (3048 mm) standard Edges: Square corivnued—*- Ail Georgia-Pacific DensGlass® Technical Service Hotline 1.800.225.6119 or Sheathino www.gpgypsum.com Properties Width, nominal 410219 mm) ± 1/8" (3 mm) 4' (1219 mm) ± 1/8" (3 mm) Length, standard 8' (2440 mm), 9' (2743 mm), 8' (2440 mm), 9' (2743 mm), g 10' (3048 mm), ± 1/4" (6 mm) 10, (3048 mm), ± 1/4" (6 mm) Weight, nominal, lbs./sq. ft (Kg/m2) 1.9(9) 2.5(12) Bending radius' Bendi 6' (1829 mm) 8' (2438 mm) Racking strength', lbs./ft. (dry) (N/m), Ultimate -not design value 540 UB78) 654 (9544) Flexural strength'-, parallel, Ibf. (N), 4' weak direction z80(356) z100 (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•m') 23 (1300) 17 (9701 R Value', ft -'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 10-' 6.25 x 101 Surface burning characteristics per ASTM EB4 or 0/0CANNLCS102: flame spread/smoke developed 0/0 Coefficient of thermal expansion, B.5 x 101 15.3 x 10-1)9 8.5 x 10- 15.3 x 10-1? in/in/°F (mm/mm/°C) Tested in accordance with ASTM C473 5 Double fasteners on ends as needed 2 Tested in accordance with ASTM E95 /dry cup method) 3 Tested in accordance with ASTM C51 B (heat flow meter) Tested in accordance with ASTM E72 As defined and tested in accordance with ASTM E136 or CANNLC S114 4 Specified values per ASTM C1177 9 As stated by Gypsum Association GA-235 a Tested in accordance wRh ASTM E226-85 Georgia-Pacific Gypsum U.S.A. Georgia-Pacific Gypsum LLC Georgia-Pacific Gypsum II LC Canada Georgia -Pack Canada LP SALES INFORMATION AND ORDER PLACEMENT U.S.A. West 1-800-824-7593 Midwest 1-SOM76-4746 South Central: 1-800-231-6050 Southeast 1-800-327-2344 Northeast 1-800-947-4497 CANADA Canada Toll Free:1-800-387-6623 Quebec Toll Free:1-BDD-361-04BB 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 LC. WARRANTIES, REMEDIES AND TERMS OF SALE For current warranty information for this product, please go to wvvw.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 ratingand, 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 plecq of the product itself, will necessarily provide one -hour fire resistance, two-hour fire resistance, or any otherspecifiedfireresistanceorprotectioninanactualfire. 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. 02914 Georgia- clfic Gypsum I.I.C. All rights reserved 1/14. GP -TM UL Item 9225G. Florida Building Code Online Page 1 of 1 LDFIOAD9PARirAYNT DG r ` tc - j h. l _ I'( L Bus ness p ofasslonal R guCation " . f r J psP,€utul It a . d Floridr ttiaro.i sa:rc dR:rxsyi<ksxrr: tqr Product Approval USER: Public User Product AvDroval 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 AH Refine Search FL# 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 Search Results cattons FL# Type Manufacturer Validated By Status FL15000-R2 Revision Therma-Tru Corporation Ryan ]. King, P.E. Approved Category: Exterior Doors 813) 767-6555 History Subcategory: Swinging Exterior Door Assemblies necessary. Approved by DBPR Approvals try Ubs K snau ue —1- Contact Us :: 2601 Blair Stone Road Tallahassee FL 32394 Phone: 850-487-1824 The State of Florida is an Aq/EEO employer. ropvripht 2007-2013 State of Florida.:: Privacy Statement :: Alrrvccibility 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 sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. 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 Department with an email address iftheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with aan mail add Fss whichhsc dick be made available to the public To determine if you are a licensee under apter 455, Product Approval Accepts: Credit Safe securityNifftttc httnc• //www_flnridabuildinp-.orq/Dr/pr._app_lst.aspx 11 /30/2017 Florida Building Code Online Page 1 of 3 s' i-.wgyF"."'st v- Y i}•rs S-aticJu _ TTn ` it a itt?C rt PLOAIC0.DflW RiM9M1R CR - l:r+` i - f.. Busrnes"s rofessi'M .Kegu(a cart .r Florida ProductP. 9! ao r USER: PublicAUProval x•+a Product Aooroval Menu > Product or Aoolication Search > Application List > Application Detail FL # FL15000-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 ri c kw @ rw b i d g co n s u l to n ts. co m Authorized Signature Vivian Wright ri ckw@ rwbl d g co nsu Ita nts. co m 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 SZ 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. 2j Validation Checklist - Hardcopy Received Certificate of Independence FL15000 R2 COI Certificate Of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year 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 F1.15000 R2 Eouiv FL - 15000 Eauiv of Standards.odf httos://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 of Products FL # Model, Number or Name Description 15000.1 a. "Fiber -Classic° or "Smooth -Star" 6'8 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of use Approved for use in HVHZ: Yes Installation Instructions FL15000 R2 II INST 15000 1 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: YesImpactResistant: No Design Pressure: N/A Evaluation Reports Other: See INST 15000.1 for Design Pressure Ratings, any additional use limitations, installation instructions and FL15000 R2 AE EVAL 15000 1.0df 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.) 15000.2 b. "Fiber -Classic" or "Smooth -Star" 6'8 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions A 15000 R2 II INST 15D00.2.odfApprovedforuseinHVHZ: Yes 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 Other: See INSf 15000.2 for Design Pressure Ratings, any Evaluation Reports FL15000 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 sidelites, which have been stained or painted within 6 months of installation.) 15000.3 c. "Fiber -Classic" or "Smooth -Star" 8'0 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions FL15000 R2 II INST 15000.3.DdfApprovedforuseinHVHZ: Yes 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 Other: See INSr 15000.3 for Design Pressure Ratings, any Evaluation Reports FL15000 R2 AE EVAL 15000.3.odf additional use limitations, installation instructions and Created by Independent Third Party: 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.) 15000.4 d. "Fiber -Classic" or "Smooth -Star' 810 'Non -Impact" Door without Sidelite(s) - Inswing (X, uOXIberglass XOOorXO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions FI 15000 R2 II INST 15000.4.odfApprovedforuseinHVHZ: Yes 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 Other: See INST 15000A for Design Pressure Ratings, any Evaluation Reports FL15000 R2 AE EVAL 15000 4 Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "I, part number doors and sidelites, which have been stained or painted within 6 months of installation.) 15000.5 e. -Rber-Classic" or "Smooth -Star" 8'0 "Non -Impact" Glazed Double Fiberglass Door - Outswing Inswing (XX Configurations) i i..n.n., flr,r;rlahirilrlinO nra/nr/nr ADD dtl.aSDX?oaram=wGEVXQwtDquS... 11/30/2017 Florida Building Code Online Page 3 of 3 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 II INST 15000.5.Ddf 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 15000.5 for Design Pressure Ratings, any FL15000 R2 AE EVAL i5000.5.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors, which have been stained or painted within 6 months of installation.) 15000.E f. "Fiber -Classic" or "Smooth -Star" 6'8 "Non -Impact" Center Hinged Glazed Fiberglass Double Door - Inswing (OX or XO Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15000.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (This product approval requires the use of "J" part number doors, which have been stained or painted within 6 months of installation.) Installation Instructions FL t 5000 R2 II INST 15000.6.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL35000 R2 AE EVAL 15000.6.odf Created by Independent Third Party: Yes Back Nett contact Us :: 2601 Blair Stone Road Tallahassee FL 32392 Phone: 850-487-1824 The State of Florida is an AAIEEO employer. Copyricht 2D07-2013 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 sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.4B7.1395. *Pursuant toSection455.275(i), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emalls provided may be used for official communication with the licensee. However emall addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email add ess wcan a click be made here .. available to the public. To determine if you are a licensee under Chapter Product Approval Accepts: eCfis Cri dft Card Safe cCCUrltSASITILIC% h3.4, - / /,Lnknki f1nrirlahiH1Hino_nrQ/Dr/Dr aDD dtl.asox?param=wGEVXQwtDquS... 11 /30/2017 i ki Q THERMA TRU DOORS 1 113 INDUMTR1AL DR., EDDERTGN. OH 43517 FIBER CLASSIC"/ "SMOOTH STAR" 8'0 INSWING w/ & w/OUT SIDELITES FIBERGLASS DOOR NON -IMPACT" GENERAL NOTES 1. This product has been evaluated and Is In compliance with the 51h Edition (2014) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ° this product is required to be protected with an Impact resistant covering that compiles with Section 1626 of the FBC. 4. When used In areas outside of the "HVHZ" requiring wind borne debris protection this product Is required to be protected with an Impact resistant covering that complies with Section 1609.1.2 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. This product does not meet the water Infillralion requirements for the "HVHZ". Inswing units shall be Installed only In non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill Is less than 45 degrees. TABLE OF CONTENTS CRIPTION cal elevations, design pressures & general notesp2Doorpaneldetails (Smooth star) r panel details (Fiber classic) life panel details & glazing details tical cross sections 6 Horizontal cross sections 7 Horizontal cross sections 8 Buck Anchoring 9 Frame anchoring 10 Frame anchoring i I Astragal details 12 8111 of materials & Components 105.5U' MAX. OVERAII FRAME WIDTH 3 5 Mb IN —ACTIVE ACTIVE s s 37.5W MAX. SINGLE INSWING UNIT x DOUBLE W SIDELITES INSWING UNIT Oxxo 74.5MAX. OVERALL FRAME FRAME WIDTH D D SEE DETAIL "A' SHEET 6 DOVIK INSET xx 68.50' MAX. OVERALL WIDTH D. D D SEE DETAIL "A" SHEET 6 T Z IIIrr*14 a SINGLE Wf2IDELITES INSWING UNIT oxo nESIGNPRESSURE RXi1N©t(WFMEREWATEI3:INFILTRATiON IS NOTNEEDEtl] 1 N TTYP WRN01TTrSURFACE 67.0 9fOi.TS 67.0 WRH S1IRFAC d GT _ ,.;_t1: SINGLE DOUBLE 47.0 47.0 60.0 60.0 SINGLE & DOUBLE 47.0 47.0 60.0 60.0 WITH SIDELITES NL Mlu_ n PI m 1 yl GG 2 zdm U N •: 9 a o z E 9 m.o0 NV m aos. Z owc. av: JK cHx. er: LFS FL-15000.4 EET 1 _ OF i2 N Mott, 36.W' MAX. DOOR INTERIOR PANEL WIDTH 2 2 1 HORIZONTAL CROSS SECTION 2 DOOR PANELFF® xL9 w 4.037" 0.336" 1 1.545" I-'-- Ir 2 o 0 18 o T1. O LATCH STILE 55 54 TOP RAIL SMOOTH STAR) SMOOTH STAR) D tq a DOOR PANEL Smooth Star O 9 ee. 9 g HINGE STILE 56 BOTTOM RAIL 57 ( SMOOTH STAR) F SMOOTH STAR) EXTERIOR Z m ll111111 d mz U N O o9r , 0 Z m g 9 E v Ld INTERIOR 2 VERTICAL CROSS SECTION 2 DOOR PANEL loop w a r m Z E: 02 24 12 z LE: N.T.S. 9 Or: JK BY: LFS 3 WHO NO.: FL-15000.4 0 Er 2 OF 12 3 EXTERIOR ti n INTERIOR 36.00"MAX. r-1 "\ HORIZONTAL CROSS SECTION DOOR 3 DOOR PANEL PANEL WIDTH 335- E ud LATCH STILE 0_10P RAIL FIBER CLASSIC) (FIBER CLASSIC) O LL--U ry 1.209' DOOR PANEL 4 Fiber Classic r' HINGE STILE BOTTOM RAIL FIBER CLASSIC) ,(FIBEIR CLASSIC) 2) VERTICAL CROSS SECTION 3DOOR PANEL N-11 c; 0! on u " E. 2 Z. 2 ci , aZ it Q 0y Le N.TS. BY: JK BY: LFS WING NO.: FL- 15000.4 Er 3 OF 12 SIDELITE PANEL Smooth Star 1 /T' GLASS 25" STEEL IR INTERCEPT NTERIO SPACER 40 41 SEE NOTE 1 5" INSULATED GLASS W/ SMC LITE FRAME GLAZING DETAIL 13.9375' MAX. PANEL WIDTH 7.125" MAX. D.L.O. WIDTH C 1/2" MIN. 1/7'GLASS 33* O,25"STEEL 1/2" MIN. GLASS THK. 40 GLASS THK. R 0 1 13 TEMPERED TEMPERED GLASS GLASS AIR SPACE AIR SPACE 1/8" 1/8" TEMPERED INTERIORNTERCEPT TEMPERED GLASS SPACER GLASS 40SEE NOTE 1 5" INSULATED GLASS W/ PVC LITE FRAME GLAZING DETAIL SEE NOTE 1 1 HORIZONTAL CROSS SECTION z 4 SIDELITE PANEL 21.152 2.589" Ed 1.68"--I I I 1.676" - b 1 6" 526" h 33 PLASTIC LIP LITE FRAME 34 PLASTIC LIP LITE FRAME EXTRUDED PVC EXTRUDED SMC L-- I 1 O7T, tt —{ 1.077, ( 1 VERTICAL CROSS SECTION_ I I 4 SIDELITE PANEL 1. Spacing for item //29 & #41 (lite frame screws) I Is as follows: From the bottom up on sides; 6.5", 2 1.531" I 1.531" —{ with (7) more spaced of 9.875" o.c. there are (2) 4 screws both top and bottom at 2.125" in from each SIDELITE TOP & BOTTOM RAIL J6 SIDELITE BLANK SIDE STILE corner. 42 FINGER JOINTED PONDEROSA PINE, SG=0.43 FINGER JOINTED PONDEROSA PINE, SG=0.43 a DO Cowoto 0 H 0 0, SCALE: N.T.S. MO. er: JK CHK. BY.. LFS OPAWING NO.: FL-15000.4 SHEET 4. OF 12 N TE 2 EXTERIOR INTERIOR rE 2 1 VERTICAL CROSS SECTION 5 FMW 43 SEE ill 2 VERTICAL CROSS SECTION 5 Z b N on V ''''IIIII I *1111 O ``\\ o n m v U N •• v a oz m R E. 2fi c i 31 v 39• S a 17 Z T'"'v i . • Y: O o U lwi; Ln 0: 20 U EXTERIOR INTERIORw U t - SEE I O NOTE 2 3 VERTICALCROSS SECTION 5 Shown w 1x sub —buck OPTIONAL SURFACE BOLTS ON ACTIVE PANEL I I I I I IF SEE DESIGNPRESSURECHART) O w Q NOTE' fz All 1. The sidelite is direct set into the Jamb with (12) n z z item # 43a #8 x pfh. wood screw. There are (4) g" ateach vertical jamb, from the top down at 13.5", ATEt 02 24/12 o 31 ", 48. 5" & 66". There are (2) at the heat SGLE: N. T.S. 4" fromtheoutsidecornersoftheframe. there are DWG. BY: JK M. 2) #13 a #8 x 2-1/2" pfh. wood screw at the sill, 4" from the outside corners. LFS OPTIONAL SURFACE BOLTS ON ACTIVE PANEL CHK.v: G NO.: 2. 15000. 4 p N(SEE DESIGN PRESSURE CHART) S OF 12 N A 0.15' MIN. 13 C-SINK 4 ; EXTERIOR SEE NOTE 1 43 36 J f 1-1/4"MIN. EMB. (TYP.) INTERIOR 3 HORIZONTAL CROSS SECTION 6 HORIZONTAL CROSS SECTION 6 NOTE: 1. The sidellte Is direct set into the Jamb with (12) item J43 a #8 x 2" pfh. wood screw. There are (4) at each vertical Jamb, from the top down at 13.5", 31 ", 48.5 & 66". There are (2) at the header at 4" from the outside corners of the frame. there are (2) #13 a #8 x 2-1/2" pfh, wood screw at the sill, 4" from the outside corners. ACTIVE in, \ sINTERIOR m DETAIL "A' OPTIONAL SURFACE BOLTS ON ACTIVE PANEL SEE DESIGN PRESSURE CHART) r2 HORIZONTAL CROSS SECTION 6 I* Z^ rgm J roo 2 z o w U N o 'D o i Em m tto5R° maa c z SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS ORAWIN -NO.: FL-15000.4 SHEET 6 OF 12 I-1/4" MIN. EMB. )TYP.) 7 HORIZONTAL CROSS SECTION 7 NOTE., 1. The sidelite Is direct set into the jamb with (12) item #43 a #8 x 2" pfh. wood screw. There are (4) at each vertical jamb, from the top down at 13.5", 31 ", 48.5" & 66 There are (2) at the header at 4" from the outside corners of the frame. there are 2) J13 a #8 x 2-1/2" pfh. wood screw at the sill, 4" from the outside corners. 2 HORIZONTAL CROSS SECTION 7 3 HORIZONTAL CROSS SECTION 1-1/4" MIN. EMB. )TYP.) JK sME: N. T. S. Owc. sr: JK cHx. or: LFS FL-15000.4 rr 7 OF 12 dz z m U 0 J 3 N 0 N 4" y; 4„" 4" { 4" II II II II 38 II II II II MASONRY MASONRY II TYP. HEAD \ OPENING OPENING II JAMBS I ` ASTRAGAL IIIISHOWNFOR II II REFERENCE II II II II 2X BUCK 2X BUCK II II II II II II MULLION II MULLION IIII\ SHOWN FOR II SHOWN FOR I I REFERENCE II REFERENCE I I II m ci II II II II II II II II II II II II II II II II II o DOUBLE DOOR W/SIDELITES BUCK ANCHORING a m 0 CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. a edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dfinensfon are not exceeded. 3. Concrete anchor table: g MASONRY 2X BU i:::.r;::;.:::r;r:; Hbk M!N:;CLE 1RhNCIE;:.;MINr:l.Et1R.:.::. MIN.,. A(..... YP>.;::::::::;•;Slz AN TM6MEW: i0,lvtASONRY, 7E7ADdAGENi::6 1/4" 1-1/4 2" 4" TAITW ELCO ® 1/4" 1-1/4" 1" 4" ULTRACON 4" 4" I" 4" 8" II II FF=JII II 38 II II TYP. HEAD II II & JAMBS II II II If II II MULLION II II SHOWN FOR II II REFERENCE II II JI II II II MULLION II II SHOWN FOR II II REFERENCE II II II II II II II SINGLE DOOR W/SIDELITES BUCK ANCHORING II II 38 II II TYP. HEAD JAMBS II ASTRAGALSHOWNFOR II REFERENCE II II II II II II II II II II II h wing y jQ I4le: 0` m pl. i o 0i y m U N •• V U Q Z E D, 9 m uMnLOCio v m D.E c z SINGLE DOOR BUCK ANCHORING mz o u 0 ATE: / 4 12022 9SCALE: N.T.S. s Bwc. BY: JK m CHK. BY: LFS ; DRAWING No.: FL-15000.4 0 N SHEEP a OF 12 A A" 3" 7" rIll I I SEE DETAIL "2" MASONRY 13 W/2x BUCK OPENING INSTALLATION 39 W11X BUCKINSTALLATION FRAME 43 TYP HEAD & JAMBS 0 BUCK Typ. 2X BUCK SEE DETAIL "I " l SE DETAIL 3" TYP. SILL Q4 I II II i II VIEW -1 L 'A noUBLE DOOR W/51DELITES CONCRErE ANCHOR NOTES: 1. Concrete anchor locations or the comers may be adjusted to maintain the min. edge distance to mortar jolnts. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to Inma fain the min. edge distance to morforJoInts, additional concrete anchors may be required to ensure the "MAX ON CENTER" dimension are not exceeded. P 3 Concrete anchor table: U N TV. V RA EX R AAAY-5-k ENT'..,:, 1-1/4- I ........ . ..... 4" 1/4- TAWONO 1TW TAPCON® WOOD SCREW INSTALLATION NOTES; 1. Maintain a minimum 518" edge distance, I" end distance, & l"o.c, spacing of wood screws to prevent the splitting of wood. b THESE (2) ANCHORS REQ'D ONLY WHEN DP > 47 PSF MASONR OPENIN FRAN 2X BUC SEE DETAIL 4" VIEW "C"—"L Vt: 0, - - ci z a n o , u N c; o mYr,La maa dz SEE DETAIL 5 " VIEW SINGLE DOOR W/SIDELITE 13 49 30 30 W/2X BUCK 13 0 31 31 INSTALLATION 13 W/1X BUCK 48 INSTALLATION i DETAIL "2" DETAIL "3 ASTRAGAL & SURFACE BOLT STRIKE PLATES 0 HEAD 13 31 31 0 13 30 30 DETAIL I' DETAIL "I' SURFACE BOLT STRIKE. PLATE @ THRESHOLD TIC UD DATE: 02/24/12 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: It FL— 15000.4 SHEET bF U A" r T7 6" SEE DETAIL .2 W/2X BUCK F MASONRY INSTALLATION W/1X BUCKOPENING INSTALLATION QNTYP. HEAD & !1- 0 JAMBS FRAME 1--.N TYP. SILL 2X BUCK SEE DETAIL "I" SEE DETAIL "4" DETAIL "Y o VIEW DOUBLE DOOR CONCRETE ANCHOR NOTES: I. Concrete anchor locations or the comers maybe adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchorlocations noted as "MAX ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoInts, additional concrete anchors t; A may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3 Concrete anchor table: 9. . C 6:MA IN:,: CRARANCf: Mt. 1-1/4' 1/4- 2" 4" ONSTAPCITW ITW 3/16" I-114, 3" TAPCON® 15 WOOD SCREW INSTALLATION NOTES" 1. Maintain a minimum 51811 edge distance, 1" end distance, & I " a. c. spacing .0 f wood screws to prevent the splitting of wood. A z W/2X BUCK P, 13 INSTALLATION 1111 z C; BUCK U cq 39 z W/lX BU MASONRY INSTALLATION Z- TYP. HEAD -0 w OPENING & JAMBS Ci U. 6 E 0 FRAME 2X BUCK SEE rq CJ DETAIL 1!6 E d "5 14 TYP. SILL 1 0 wu w 0 VIEW "A" —"A" 0 00 SINGLE QQ28 49 30 30 10 W/2X BUCK 13 0 31 31 INSTALLATION WIIX BUCK 13 W/1X BUCK 48 'i zINSTALLATIONINSTALLATIONip5n 0 W12X BUCK Ln INSTALLATION DETAIL "2" 13 ASTRAGAL & SURFACE BOLT STRIKE PLATES @ HEAD 10 0- UI — DETAIL "3 z 31 T 31 1DETAIL "5° Z 0 0 0 WIIX BUCK 50 1:0 1 OAm- 02/24/1 z INSTALLATION 30 30 SCALE N.T.S. W12X BUCK DWG. BY.. INSTALLATION DETAIL 'T' CHK. BY: LFS SURFACE BOLT STRIKE PLATE DRAWING NO.: OU—AIL "I' @ THRESHOLD I FL-15000.4 i4,Er 10 OF 12 95.25" l mo z U 20.63" 18.5 14.38" e s g 5 m c w o Oro. Ih d N r m O Iu \V E " oZo o v 27 27 TYP. 27 0 vJ TYP. TYP. FS oo C 0 r N a 4.5" of 0 3.25. O 3.25" a 1.910" r m2 v 0 0.75' 0.063" —^i N ppW N ON SEE NOTE 1 cJ 24 iiz0ui 0.126" H F— 0 o DATE: 02/24 12 i SCALE. N.T.S. ASTRAGAL DETAIL 24 owo. By. JK Gm6NOTE: cNK. BY: LFS 3 1. THE ASTRAGAL BOLT HAS A 3° THROW AT THE TOP DRAWING N0: N AND THE BOTTOM. FL-15000.4 6 j s", 1 OF 12 u5 a a n 6 a Ile. DESCRIPTION Material FIBER CLASSIC (FC) PANEL SKIN 0.11" MIN. THK. FIBERGLASS BY FIBERGLASS I THERMA-TRU with yield strength Fy(.in.)=6,000 psl SMOOTH STAR 5S SASH k PANEL SKIN 0.07 IN.THK. FIBERGLASS FIBERGLASS 1A BY THERMA-TRU with yield strength Fy(min.)=6,000 psi . 2 FC TOP RAIL WOOD COMPOSITE J FC LATCH STILE WOOD COMPOSITE 4 FC HINGE STILE PONDEROSA PINE, SG=0.43 WOOD 5 FC BOTTOM RAIL WOOD COMPOSITE 6 POLYURLl11A4E FOAM 1.916s. UtNbIITj FOAM 7 SHORT REACH COMPRESSION WEATHERSTRIP FOAM 8 LONG REACH COMPRESSION WEATHERSTRIP FOAM 9 4" x 4" HINGE .091 THK. STEEL 10 Ito x J 4 LG. PFH WOOD SCREW STEEL MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 11 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 12 10 x 2" I.G. PFH WOOD SCREW STEEL 13 8 It 2 1 2" I.G. PFH WOOD SCREW STEEL 14 1 4 x 1-1 4 RW PFH CONCRETE SCREW STEEL 15 SIDELRE BOTTOM BOOT .090 EXTRUDED VINYL VINYL I6 2X BUCK SG >= 0.55 WOOD 17 MAX. 1 4 SHIM MATERIAL W000 18 KWIKSET PASSAGE LOCK - SIGNATURE SERIES 19 SELF A-NG INSWING SADDLE THRESHOLD ALUM. 000 20 HEADER PONDEROSA PINE SG=0.4J WOOD 21 STRIKE JAMB PONDEROSA PINE, SG-0.43 W000 22 HINGE JAMB PONDEROSA PINE, SG=0.4J WOOD 23 KWIKSET OWBOLT - SIGNATURE SERIES 780 24 HURRICANE ASTRAGAL ALUMINUM 24A ASTRAGAL FLUSH BOLT STEEL 240 ASTRAGAL FLUSH BOLT RETAINER ALUMINUM 26 1X BUCK SC >- 0.55 W000 STEEL 27 10 x 1-1 2 I.G. PANHEAO SHEET METAL SCREW 18 INSWING DOOR BOTTOM SWEEP L 29 6-16 x 1-3 4 PHILLIPS FLATHEAD SCREW FOR ITEM 33 TESTEEL 30 SURFACE BOLT STRIKE PLATE STEEL J1 10 x 1-1 2" PHILLIPS FLATHEAD WOOD SCREW STEEL 32 1 8 THK. CELLULAR GLAZING TAPE STIK-II TAPE 33 PVSHC UP UTE FRAME PVC PVC 34 PLISftC UP LITE FRAME SMC SMC 35 BUNK JAMO PONDEROSA PINE, SG=0.43 WOOD 36 SIDELITE SIDE STILE PONDEROSA PINE SG=0.43 W000 37 10 x 1-3 4" I.G. PFH WOOD SCREW STEEL 38 1 4 x 2-3 4" PFH ELCO OR TTW CONCRETE SCREW STEEL J9 1 4" x J-3 4 ITW PFH CONCRETE SCREW STEEL 40 SIUCONE CAULK DOW 795 SILICONE 41 B-ID x 1 1 2 PLASCREW FOR ITEM 34 STEEL 42 SIOELNE TOP & BOTTOM RAIL PONDEROSA PINE, SG=n.4J WOOD 43 8 x 2" I.G. PFH WOOD SCREW STEEL 44 3 8" x J 8 gUAR7ER ROUND FINGER JOINTED PINE WOOD 45 1" L. x .040" DU. BRAD TRIM NAIL STEEL 46 VIES SURFACE BOLT 1454 .Z5 STEEL STEEL 47 1 4-20 SEX BOLT W1 1 4-ZU FEMALE END STEEL q8 3 16" x J-I 4 ITW PIN CONCRETE SCREW STEEL. 49 ASTRAGAL STRIKE PLATE STEEL irn 50 1 4" x 3-1 4" ITW PFH CUNCT/tIL xrcew WOODyCOMPOSITE 54 SS TOP RAIL 55 SS LATCH STILE WOOD COMPOSITE 56 SS HINGE STILE PONDEROSA PINE, SG=0.4J WOOD 57 SS BOTTOM RAIL WOOD COMPOSITE 8.000" 750" -"- a tooO 46 SURFACE BOLT OVES 25" STEEL) 4,563" ---^ L a m21 WOOD FRAMFINGER JOINTED PONDEROSA PINE, SG=0.43 5. 750' L _ r 19OCIF ADJUSTING SADDLE THRESHOLD At LJMINUM/VINYL 045" WALL ALUM 080" THK, WAIL VINYL TYP. n i i 1Y'• f7 o m 771111111/ 1 0 o m m U v Z to v ( 9 o o m° Ejaa maa 2. 876' Y LL d c 4i o J"D. L SURFACE BOLT STRIKE PLATE (.125" STEEL) J 30 G FAI. 920' o 28 INSWING DOOR BOTTOM SWEEP VINYL . 080" MAX. WALL, 035" MIN. WALL 2. 141" —{ IL rCHK. BY.LFS I- L o1. 691" Z DATE: 12 15 INSWING SIDELITE SBOTTOM BOOT0. 09" EXTRUDED VINYL WALL . 4 SHEET 12 OF 12 Florida Building Code Online Page 1 of 1 3sY t y`{ }.•'f,r- `Y ro .F fY iii ' , is n ,sa 7 r-it..- I i++ I ,f{ ' Or vi B Product Approval r USER: Public User Product Approval 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 Search Results Applications FL# Tyne Manufacturer Validated By Status FL14634-R2 Revision Ply Gem Windows Locke Bowden Approved Category: Exterior Doors 334)'300-1800 Histo Subcategory: Sliding Exterior Door Assemblies by the Pnr and/or the Commission if necessary. Approved by DBPR. Approvals by Dorn shah uE V E Contact U9 :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AAIEEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mall address released in response to a public -records request, do not sendelectronicmailtothisentity. 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 Department with an email address ifybeusedforofficialcommunicationwiththelicensee.. However email addresses are public record. If you do not wish totheyhaveoneThesmallsprovidedmasupplyapersonaladdress, please provide the Department with haptear1455,rF5 Wplease dirk heree available to the public To determine if you are a licensee under product Approval Accepts: W © 99 01 s curif.enlr;rula ' r_.. - 11 /?9/2n17 Florida Building Code Online Page 1 of 2 g 1 i l Bist ts &f ssiatsiegula-ruY--_ Or* Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL FL14634-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived El Product Manufacturer Ply Gem Windows Address/Phone/Email 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 0 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 2 Validation Checklist - Hardcopy Received Certificate of Independence FL14634 R2 COI COI PLY GEM SS 2015-02-19.2df 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 i n_ _ __t.-_IJ___ _. i_ I.. rl+l cnv?nmram=W(;Fvyr)vtr)n-,W--- 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 c......., .-.. r.f Crnri r rl•e FL # Model, Number or Name Description 14634.1 Builder Series 4780 Sliding Glass Door (XX) Limits of Use Installation Instructions FL14634 R2 II PGW063 SS 2015-01-02.DdfApprovedforuseinHVHZ: No 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 FL14634 R2 AE PER3054 SS 201S-01-02.DdfOther: Without sill riser Created by Independent Third Party: Yes 14634.2 Builder Series 4780 Sliding Glass Door (XX) Limits of Use Installation Instructions FL14634 R2 II PGW063 SS 2015-01-02.odfApprovedforuseinHVHZ: No 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 FL14634 R2 AE PER3054 SS 2015-01-02.odfOther: With sill riser Created by Independent Third Party: Yes 14634.3 Builder Series 4780 Sliding Glass Door Limits of Use Installation Instructions FL14634 R2 II PGW064 SS 2015-01-02.od fApprovedforuseinHVHZ: No 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 Other: Non -reinforced. See installation detail for available Evaluation Reports FL14634 R2 AE PER3055 SS 2015-01-02.Ddf sizes and configurations. Created by Independent Third Party: Yes 14634.4 Builder Series 4780 Sliding Glass Door Limits of Use Installation Instructions FL14634 R2 II PGW065 SS 2015-01-02.odfApprovedforuseinHVHZ: No 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 Other: Reinforced. See installation detail for available sizes Evaluation Reports F1 14634 R2 AE PER3056 SS 2015-01-02.odf and configurations. Created by Independent Third Party: Yes Back Nert Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone, 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacv 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 sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. 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 Department with an email address iftheyhaveone. The emails 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 canclick be made available to the public To determine if you are a licensee under Chapter 55, Product Approval Accepts: rrJr 0 ® ECIncE Credit• Safe SCCUril% METRICS' INSTALLATION NOTESI 1. TWO (2) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR LOCATION SHOWN. 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 A TOLERANCE OF 11/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4, 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 N12 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/21NCH 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 21/2 INCH MINIMUM EMBEDMENT. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITEDTO 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. 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/NWWDAIOIII.5.2-97 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 15 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 PROTECTTHIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. DOOR FRAME MATERIAL: ALUMINUM 6063-T6 7. GLASS MEETSTHE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEET 4 FOR GLAZING DETAILS. 9. FOR GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION B. DESIGNATIONS "X"AND "O"STAND FOR THE FOLLOWING: ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED X: OPERABLE PANEL FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE 0: FIXED PANEL 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 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. MASONRY -STRENGTH CONFORMANCE TO ASTM C-90. MINIMUM COMPRESSIVE STRENGTH OF 1500 PSI. F_ TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION L A INSTALLATION 6 GENERAL NOTES 2 ELEVATION A ANCHOR LAYOUT 3 VERTICAL SECTIONS 4 HORIZONTAL SECTIONS h GLAZING DETAIL Dlgitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2015,01.02 13:02:52-05'00' PRESSURE RATING DESIGN PRESSURE MISSILE IMPACT RATING 25/-50 PSF NOT RATEDMDE5IGNV50/-50 PSFNOT RATED Vol., PLy GEMWINDOW'; 433 N. MAIN ST„ PO BOX 559, ROCKY MOUNT, YA 24151 PH: 540-464-6348 FX. 640-484-66BB oZ UU w Gai d m IV^' wz L0 m w m gHH 3 C4 a a Ca u` C m 3 Q F Y O r ! l.,`y'y " PR M In 0 0 U.1 Z 0 DWG #: PGW063 SHEET: 1 OF 4 L d HE 9 ELEVATION 20.75" MAX. O.C. TYP 00" MAX. FROM CORNER5 TYP. X„ "X" f 20.75" MAX. O.C. TYP. ANCHOR LAYOUT 6.00" MAX. FROM CORNERS TYP. IN5TALLATION ANCHOR d.l3010 Ply GEM1'VINI;1u'+NS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT. VA 24151 P14. 540-454.614B FX 040-484-665] N M 0 5o V) w z om x V) Z oW m H m a tl 1'1S m W o a v Tm m J U o zN IL 6r 00 0 = ) u bWG #: PGW063 SHEET: 2 OF 4 1/4" ELCO TAPCON - INSTALLATION ANCHOR CAULK BETWEEN - CONCRETE/MASONRY 6 1X WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS FPERIMETER CAULK BY OTHERS 1X WOOD BUCK O.A. DOOR BY OTHERS HEIGHT SEE GLAZING 1 DETAIL O.A. DOOR SEE GLAZINGHEIGHT DETAIL PERIMETER CAULK BY OTHERS CONCRETE/MASONRY BY OTHERS 1/4" ELCO TAPCON INSTALLATION ANCHOR 2 1/2" MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS 2 1/2" MIN. EMBEDMENT 3' 1/4" MAX. SHIM SPACE INTERIOR EXTERIOR g VERTICAL SECTION 3 HEAD-CONCRETE/MASONRY INTERIOR EXTERIOR 12 WOOD SCREW INSTALLATION ANCHOR Bd ROOFING NAIL INSTALLATION ANCHOR OPTIONAL) CAULK BETWEEN FIN d 2X WOOD STUD BY OTHERS CAULK BEHIND FLASHING & OVER NAILS BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. DOOR HEIGHT EXTERIOR 1 SEE GLAZING DETAIL 1 PERIMETER CAULK BY OTHERS y . 2 1/2" MIN. i•• •r•• •" :. .4.' EMBEDMENT 2 1/2" MIN. EDGE DISTANCE A VERTICAL SECTION 3 SILL-CONCRETE/MASONRY 3/4" MIN. EDGE DISTANCE 2X WOOD FRAME y BY OTHERS l 11/2" MIN. EMBEDMENT j l 1/4" MAX. SHIM SPACE INTERIOR FKE RTICALSECTION HEAD-2X WOOD FRAME PLY,GEM 433 N. MAIN ST.. PO BOX 559, POCKY MOUNT, VA 24151 PH: 540-484-6346 FX: 540-484-6683 o aJ Up.{3i IOrCG O S wN u m W mpfu n. 111 m mZ m Z "= u ZUN DWG #: PGW063 SHEET: 3 OF 4 1 1/2" MIN. EMBEDMENT 12 WOOD SCREW INSTALLATION ANCHOR 3/4" MIN. EDGE DISTANCE 2X WOOD FRAME BY OTHERS Bd ROOFING NAIL INSTALLATION ANCHOR OPTIONAL) CAULK BETWEEN FIN 6 2X WOOD STUD BY OTHERS EXTERIOR FINISH BY OTHERS CAULK BEHIND FLASHING & OVER NAILS BY OTHERS PERIMETER CAULK BY OTHERS SEE GLAZING DETAIL 1 1/4" MAX. SHIM SPACE O.A. DOOR WIDTH E HORIZONTAL SECTION 4 JAMB - 2X WOOD FRAME 1/4" MAX. 0 PL ; EM' SPACE V VVINDIJWSSHIMDI" 2 1/21, MIN. 433 N. MAIN 5T,, PO BOX 559, R=Y MOVNT, VA 24151 EMBEDMENT 2 1/2" MIN. EDGE PH: 310-484434! F%: 540-484-6683 DISTANCE M m tbN 6 # o Y m CONCRETE/MASONRY w a i ", i• BY OTHERS Fa u77 m m 1/4" ELCO TAPCON ANCHOR m F7 3,.; .: :, ,•' INSTALLATION Lu CAULK BETWEEN IX WOOD BUCK 4 m W CONCRETE/MA50NRYBY OTHERS EXTERIOR FINISH BY OTHERS a PERIMETER CAULK BY OTHERS SEE GLAZING DETAIL 1 O.A.DOORWIDTH F--IHORIZONTALrnSECTION JAMB-MASONRY/ CONCRETEUJ06 5/8" O.A. INSULATED GLASS Z EXTERIOR ` 0 INTERIOR I .75" U3 I BITE y•;' NOTE: 11. ZF- p HORIZONTAL SECTION GLAZINGDETAIL1 GLASSTHICKNE55ANDTYPE p o Z 4 INTERLOCK SHALL COMPLY WITH ASTM E 1300 REQUIREMENT GLASS CHARTS, b WG #: PGW063 SHEET: 4 OF 4 Florida Building Code Online Page 1 of 1 3..r r-`. r;`• Avis` — 4=°>3e 9laiaro rs ,t:'tSc?183 Or pet-._vTv Product A USER: Public uproval Product Approval 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# 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 Search Results - Appllcaclons Validated By Status FL# Type Manufacturer FL9174-R11 Revision Wayne -Dalton, a division of Overhead Door Corporation Kurt Dietrich PE Approved Category: Exterior Doors ( 704) 564-6867 History Subcategory: Sectional Exterior Door Assemblies Commission if necessary. Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-87-1824 The State of Florida 15 an APJgO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Acce_ h'r 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 sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact went with an * Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with o email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If You do not wish tosupplyapersonaladdress, please provide the Department with an email addressss which an be here • made available to the public To determine if you are a licensee under Chapter 455, Product Approval Accepts: ME W FM ER E Credit• Safe sicurit•+t Txlc•s rr___. J_ L..:1_1:..... .+.-.. /r.r/nr inn Ic1-::tcny 11/29/2017 Florida Building Code Online Page 1 of 6 c r MA.EFAiiiiil'{.'4>..3` •,u3 .a1* y yy yH{ a r^ ls t_ TyiJti@— ` 6i l M r'Kl t i`S E s nes & , _ g Florida rr iii, In. product Approval 3USER: Public User trt;?zr.ugsvr: Product Aooroval Menu > Product or Aoolication Search Aooliation list > Application Detail Y.• it FL . FL9174-Rll Application Type Revision Code Version 2014 Application Status Approved set to re -apply per applicants request 4/28/15-rb Comments Archived V Wayne -Dalton, a division of Overhead Door Corporation Product Manufacturer Address/Phone/Email 3395 Addison Drive Pensacola, FL 32S14 850)475-6197 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 Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed John E. Scates the Evaluation Report Florida License PE-51737 Quality Assurance Entity IntertekTesting Services NA, Inc. Quality Assurance Contract Expiration Date 06/27/2038 Validated By Kurt Dietrich PE 211 Validation Checklist - Hardcopy Received Certificate of Independence Fi 9174 Rll COI Cert of Ind Scates 2011 s.odf Referenced Standard and Year (of Standard) Standard Year DASMA-108 2002 DASMA-115 2005 Equivalence of Product Standards Certified By Sections from the Code rl_,4A,k,i4l,4;nrt nra/nr/nr ann ritl_asnx?oaram=wGEVXOwtDaufl... 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 Snr"imary of Products Model, Number or Name Description FL # 9174.1 5120 / 6100 / 9100 #0228 9' Mawidth. -9 height. Max section height 21". Glazing atavailabletopintermediatee Limits of Use Installation Instructions A 9174 RIJ II 0228 318958 P7 odfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 Rll II Track Suoolement Chart P10.odf Impact Resistant: Yes FL9174 Rll II WDJambSuoolementPl6 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737DesignPressure: +26.90/-30.80 Created by Independent Third Party: Yes Other: Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Re Dt 9100 rl s.odf F1.9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes 9174.2 5120 / 6100 19100 #0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions FL9174 R11 II 0229 318959 P8.odfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.odf Impact Resistant: No FL9174 R11 II WDJambSuoplementP16 s.Ddf Verified By: John E. Scates P.E. FLORIDA PE 51737DesignPressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes debris region unless protected or unless Evaluation Reports wind-borne structure is designed as partially enclosed or door is a FL9174 R11 AE ASTM A 653.12df FL9174 RII AE Eval Reot 9100 rl s.Ddfreplacementdoor. FL9174 R11 AE FLO9174 r9 Affirmation fdt FBC 5th 20145.1)df Created by Independent Third Party: Yes 5120 16100 / 9100 #0230 16' Max width. height. a . Max section height 21". Glazing 9174.3 abltop or9n trmedi Limits of Use Installation Instructions FL9174 R11 II 0230 318960 P10.Ddf ApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 R11 II Track Suoolement Chart P10.pdf Impact Resistant: Yes FL9174 R11 II WDJambSuoolementPl6 s.Ddf Verified By: John E. Scates P.E. FLORIDA PE 51737 DesignPressure: +25.90/-28.80 Created by Independent Third Party: Yes Other: Evaluation Reports Fi 9174 R11 AE ASTM A 553.Ddf FL9174 R11 AE Eval Reot 9100 rl 5.1)df FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 5120 61009100 #0231 16' Max width. 8' .9" Max height Max section height 21". Solid only 9174. 4 no glazing available. Limits of Use Installation Instructions FL9174 R11 II 0231 318996 P5.Ddf ApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 RS1 II Track Suoolement Chart P10.odf Impact Resistant: Yes FL9174 Rll II WDJambSuoolementPl6 s.odf Verified B Y: John E. Scates P.E. FLORIDA PE 51737 DesignPressure: +30.00/-33.50 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 653.0df replacement door. FL9174 Ril AE Eval Reot 9100 rl s.Ddf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 20145.Ddf Created by Independent Third Party: Yes 9174. 5 5120 / 6100 / 9100 #0234 Maxsectsection height 21". Glazing 91availableMa d Ma height. 91or topLimitsof Use Installation Instructions FL9174 R11 II 0234 319022 P5.Ddf Approved foruseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 R11 II Track Suoolement Chart P10.Ddf Impact Resistant: Yes FL9174 R11 II WDJambSuoolementPl6 s.Ddf Verified By: John E, Scates P.E. FLORIDA PE 51737 Design Pressure: +43.20/-49.60 Created by Independent Third Party: Yes Other: r. rn/ mr/mr arv, rlfl acnx?naram=wGEVXQwtDqufl... 11/30/2017 Florida Building Code Online Page 3 of 6 Evaluation Reports FL9174 R11 AE ASTM A 653.12df FL9174 R11 AE Eval Re 9100 rl s.Ddf FL 174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.Ddf Created by Independent Third Party: Yes 5120 6100 / 9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing 9174.6 available in top or intermediate section. Installation Instructions Limits of Use Approved for use in HVHZ: No A 9174 911 II 0235 319023 P6.Ddf Approved for use outside HVHZ: Yes FL9174 Rli II 319040 Pi Post.Ddf FL9174 Ril II Track Suoolement Chart P10.Ddf Impact Resistant: Yes Design Pressure: +39.20/-43.70 A 9174 Rll II WDJambSuDDlementP16 S. 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.Ddf FL9174 Ril AE Eval Re 9100 rl s.Ddf F1 9174 Ril AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 5120 / 9100 #0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing 9174.7 available in top or intermediate section. Limits of Use Installation Instructions FL9174 Rii II 0232 318999 P5.Dd fApprovedforuseinHVHZ: No for use outside HVHZ: Yes FL9174 Rll IT Track Suoolement Chart P10.odf Approved Impact Resistant: No FL9174 Rll II WDJambSuoDlementPl6 s.Ddf Verified By: John E. Scates P.E. FLORIDA PE 51737DesignPressure: +12.40/-13.80 with shall not be used in the Created by Independent Third Party: YesOther: Doors glazing wind-borne debris region unless protected or unless Evaluation Reports A 653.12dfstructureisdesignedaspartiallyenclosedordoorisaFL9174R11AEASTM FL9174 Rll AE Eval Re ot 9100 rl s.Ddf replacement door. FL9174 Ril AE FL09174 r9 Affirmation for FBC Sth 2014s.Ddf Created by Independent Third Party: Yes 5120 / 9100 #0233 18' Max width. 8'-9" Max height. Max section height 21'. Glazing 9174.8 available in top or intermediate section. Limits of Use Installation Instructions FL9174 Rll II 0233 319000 P5.odfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 R11 IT Track Supplement ( hart PJO.Ddf S.Ddf Impact Resistant: No F1.9174 R11 II WDJambSuoDlementP16 Verified By: John E. Scates P.E. FLORIDA PE 51737DesignPressure: +18.50/-20.70 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 A 653 structure is designed as partially enclosed or door is a FL9174 111 AE ASTM odf FL9174 Rli AE Eval Reot 9100 rl s.Ddf replacement door. FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.12df Created by Independent Third Party: Yes 5120 / 9100 #0236 ::_j 18' Max width. S.Max height. Max section height 21'. Glazing 9174.9 available in top or intermediate section. Limits of Use Installation Instructions FL9174 RII II 0236 319024 P6 odfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 Ril II 319040 Pl Post.Ddf Chart P10.Ddf Impact Resistant: Yes FL9174 R11 II Track Suoolement FL9174 R11 II WDJambSuoDlementP16 s.odfDesignPressure: +30.00/-33.50 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 Rli AE ASTM A 653 odf FL9174 R11 AE Eval Rept 9100 rl s.12 FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.Ddf Created by Independent Third Party: Yes 5120 19100 #0237 18' Max width. 8' Max height. Max section height 21". Glazing 9174.10 available in top or intermediate section. Limits of Use Installation Instructions FL9174 RSS II 0237 319025 P6.DdfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 R11 II 319040 PS Post.Ddf P10.Ddf. Impact Resistant: Yes FL9174 R11 II Track Supplement Chart FL9174 Ril II WDJambSuDDlementP16 S.DdfDesignPressure: +39.20/-43.70 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 RI AE ASTM A 653.Ddf FL9174 Ell AE Eval Reot 9100 rl S.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes 9174.11 r%rtt/nr/nr ann Htl acnx?naram=wGEVXOwtDaufl... 11/30/2017 Florida Building Code Online Page 4 of 6 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section neignc Z4 . bldcmy 0600 available in top or intermediate section. Limits of Use Installation Instructions FL9174 Rll II 0600 319026 P4 pdfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes F1 9174 R11 II Track Supplement Chart P10.odf Impact Resistant: No FL9174 Rll II WD3ambSuop1ementP16 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737DesignPressure. +26.90/-30.80 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 653.odf FL9174 Rll AE Eval Rept 9100 rl s.pdfreplacementdoor. FL9174 Rll AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.12 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 0601 available in top or intermediate section. Limits of Use Installation Instructions FL9174 R11 II 0601 312027 P4.pdfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 Rll II Track Supplement Chart PSO.odf Impact Resistant: Yes FL9174 Rll II WDJambSuoplementP16 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737DesignPressure: +41.001-46.30 Created by Independent Third Party: YesOther: Evaluation Reports FL9174 Ril AE ASTM A 653.Ddf FL9174 R11 AE Eval Rept 9100 ri s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.13 5120/5140/6100/9100/9400/9600 Max hei Max ion height 24". Glazing16' Maxable0602 n top o0r ate se ton. Limits of Use Installation Instructions FL9174 Rll II 0602 319028 PS.odfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 Rll II Track Supplement Chart P10.pdf Impact Resistant: No F1 9174 R11 II WD3ambSuoplementP16 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737DesignPressure: +15.30/-17.00 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 653.pdf replacement door. FL9174 Rll AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.14 5120/5140/6100/9100/9400/9600 1height 24". Glazing6ai0603ablendtopo0itermed'ate sect oon Limits of Use Installation Instructions FL9174 R11 II 0603 319029 PS.pdfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 Rll II Track Supplement Chart PIO.pdf Impact Resistant: No FL9174 RI-1 II WDJambSuoplementPl6 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737DesignPressure: +23.00/-25.00 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.pdf FL9174 R11 AE Eval Rept S100 rl s.pdfreplacementdoor. FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.Ddf Created by Independent Third Party: Yes 9174.15 5120/5140/6100/9100/9400/9600 16' Max width. ' Max height. Max height 24' Glazing 0604 able in top ate section. Limits of Use Installation Instructions FL9174 R11 II 0604 319030 PS.DdfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 R11 II 319040 PI Post.pdf Impact Resistant: Yes FL9174 R11 II Track Supplement Chart P10 pdf FL9174 RI I II WDJambSuoplementPl6 s.gdfDesignPressure: +39.20/-43.70 Verified By: John E Scates P.E. FLORIDA PE 51737Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Rept 9100 ri s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s pdf Created by Independent Third Party: Yes 9174.16 5120/5140/6100/9100/9400/9600 18' Max i section height 24". Glazing 0605 able in th. o0r intermediate sax Limits of Use Installation Instructions FL9174 Rll II 0605 319031 P4.DdfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.odf Impact Resistant: No FL9174 RSS II WDJambSupDlementPl6 s.pdf Verified By: John E Scates P.E. FLORIDA PE 51737DesignPressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes n _ J—L..:1 . ,... .,. . n-n At-1 Mcnv7nar;;m=W(-,FV)(0WtD0UfI... 11 /30/2017 Florida Building Code Online Page 5 of 6 wind-borne debris region unless protected or unless is designed as partially enclosed or door is a Evaluation Reports FL9174 R11 AE ASTM A 653.odf structure replacement door. F19174 R11 AE Eval Rent 9100 rl s.Ddf FL9174 Rll AE FL09174 r9 Affirmaton for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes 9174.17 5120/514016100/9100/9400/9600 18, Max width.' Max height. Maxion height 24" Glazing 0606 able intermediate section. Limits of Use Installation Instructions FL9174 Rll II 0606 319032 P6.DdfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 Rll II 319040 Pl Post.odf Impact Resistant: No FL9174 R11 II Track Supplement Chart P10.Ddf FL9174 Rll II WDJambSuoDlementP16 s.DdfDesignPressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the 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 Evaluationaluai nR p its A 653.DdfFillreplacementdoor. F1.9174 R11 AE Eval Rept 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.pdf Created by Independent Third Party: Yes 9174.18 5120/5140/610 0/9 18' Max width. 8' Max height. Max section height 24" Solid only - 9 no glazing available. Limits of Use Installation Instructions FL9174 Rll II 0609 319035 PS.DdfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 RS 1 II 319040 PS Post.pdf Impact Resistant: Yes FL9174 Rll II Track Supplement Chart P10.pdf FL9174 Rll II WDJambSupplementP16 s.pdfDesignPressure: +39.20/-43.70 Verified By: John E Scates P.E. FLORIDA PE 51737Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 RI AE ASTM A 653.odf F1,9174 R11 AE Eval Rept 2100 rl s.Ddf F1 9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.pdf Created by Independent Third Party: Yes 9174.19 5140/6100/94C 0/9600 #0608 18' Max width. '-9" Max Neighermediate . Max section height 21". Glazing able in top Limits of Use Approved for use in HVHZ: No Installation Instructions F1 9174 Rll II 0608 319034 P4.odf Approved for use outside HVHZ: Yes FL9174 R11 II' Track SuDolement Chart P10.pdf FL9174 Rli II WDJambSuoplementP16 s.DdfimpactResistant: No Design Pressure: +18.50/-20.70 Verified By: John E Scates P.E. FLORIDA PE 517.17 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 653.12df replacement door. F1 9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 rg Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.20 5140/9400/96#0607 16' Maxp '-9" Max Neigh . Max section height 21". Glazing ermediateableto Limits of Use Installation Instructions FL9174 R11 II 0607 319033 P5.pdfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 RS1 II Track Supplement Chart PSO.Ddf Impact Resistant. No FL9174 Rll II WD3ambSuoplementP16 s.pdf Verified By: John E Scates P.E. FLORIDA PE 51737DesignPressure: +25.90/-28.80 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 RSS AE ASTM A 653.pdf FL9174 R11 AE Eval Rept 9100 r1 s.Ddfreplacementdoor. FL9174 RSS AE FLO9174 r9 Affirmation for FBC Sth 2014s.Ddf Created by Independent Third Party: Yes Back Next Contact U :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an WED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. if you do not want your e-mail address released in response to a public -records request, do not sendelectronicmailtothisentity. instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1345. *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emails 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 madeclickhere • available to the public To determine If you are a licensee under Chapter 4 Product Approval Accepts 0® Ea 1 .. ,. . r___ r__ __— ,del 11 /30/2017 NOTES, 1. SHORT GLAZED PANEL OPTION - .090' MINIMUM SSB GLAZING IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF (6) fax1" SCREWS INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS DRAWING. GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 13.75" AND A MAXIMUM LENGTH OF 16.75'. GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. 2. LONG GLAZED PANEL OPTION - NOT AVAILABLE WITH THIS OPTION CODE. 3. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 6" O.C, MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM 7/16' TO MEET NEGATIVE PRESSURES. 4. KEY LOCK, SLIDE LOCKS, OR OPERATOR REQUIRED. 5. SECTION SHALL BE CONSTRUCTED WITH FOAMED IN PLACE POLYURETHANE FOAM INSULATION CHEMICALLY BONDED TO 30 GA MINIMUM FACER STEEL AND A POLYLAMINATE OR 32 GA STEEL BACKER. END CAP TO HAVE A MINIMUM 1.4" DEPTH. 6. 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 LISTED ON THIS DRAWING. 7. DOOR JAMB TO BE MINIMUM 2x6 STRUCTURAL GRADE LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE. 6. LOUVER OPTION - .040" MINIMUM LOUVERS IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF (6) $8x1" SCREWS INSTALLED IN THE BOTTOM SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND DO NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. LOUVERED SECTION REQUIRES OPERATOR STILE TO BE FACTORY INSTALLED AT THE CENTERLINE OF THE DOOR. SUPERIMPOSED DESIGN PRESSURE MAXDOOR I HEIIGHT I UNIFORM LOAD EACH JAMB (PLF) JOHN E. SCATES. PE 3121 FAIR ATE DR. CARROLLTON, TX 75007 FL PE 51737 TX PE 56305/F2203 PROFESSIONAL ENGINEERS SEAL PROVIDED ONLY FOR VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS. 13 GA HORIZ 13 CA FLAG 16 GA MIN MIN 3 AS SHOWN) 16 GA MIN VERT- TRACK 5/16A-5/8" LAG - SCREW AT EACH JAMB BRACKET 1/4-20x8/16" TRACK BOLT AND 1/4-20 HEX NUT AT EACH J8 JAMB BRACKET LOCATION SEE SCHELDULE QUANITY, LOCAAND KEY LOCK OR SLIDE LOCK - BOTH ENDS (NOT REQUIRED WITH OPERATOR - SEE NOTE 4.). SLIDE LOCK SHOWN FOR CLARITY NOIEL (4) SECTION SOLID DOOR SHOWN. SEE SHEET 2 FOR U-BAR LOCATIONS ON DOORS WITH OTHER SECTION QUANTITIES AND SEE NOTE 1 ON THIS SHEET FOR GLAZING OPTIONS. SEE U-BAR NOTE ON SHEET 1 2 FOR U-BAR INSTALLATION A 1 SHEET 20 GA END CAP B SHEET SHEDET NOTE: (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'-O". JAMB BRACKET SCHEDULE DOOR N0. F MB N0. OF BRACKETS TRACK LOCATIONO CE RLNE OF JAMB BRACKETS MEASURED FROM BOTTOM HEIGHT SECTIONS (EACH JAMB) TYPE OF TRACK (ALL DIMENSIONS t 2") 7'-0' 4 6 QI JB , 13 QI , 25-1 2" JB , 3,V' (JB). 45-1 4' QI , 63" JB 7'-0' 4 6 FAT JB), 10" JB), 21-3 4" JB , 29-3/'V JB , 42" (JB), 63-1 4" JB - W-0' 5 8 QI JB , 13' QI , 23" JB), 34" JB), 41-1/4 ql , 58 JB , 67" ill). 75' JB) 8'-0" 5 8 FAT kJ-1. 10" JB , 21-3 4" JB , 29-3 4" JB , 4B" JB ,JB), 66" JB , 7E V_ B -0 HIGH LIFT ROOF PITCH SEE NOTE BELOW FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16' TRACK BOLT AND NUT. FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK. 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 APPROVED SIZES SC y ayne® DESIGN (PSF): +25.90/-28.80 MAX WIDTH: 16,-0" t TEST (PSF): +3B.85/-43. 20 MAX HEIGHT: B'-9" DR Balton IMPACT/CYCLIC RATED (YES/NO): NO MAX SECTION HEIGHT: 21" CI MODELS 5140/9400/9600 DIVISION OF OVERHEAD DOOR CORI PEN3395SACOLA, OISONFLORIDAI 32514 WINDLOAD SPECIFICATION OPTION CODE 0607 REVISIONS ED SUPERIMPOSED PRESSURE LOADS IRED NUMBER OF ENERS AND CENTER ES REQUIRED FOR LOWER DOOR WIDTHS. 5/10/06 IODIFIED NOTE 8 TO E THAT LOUVERS NOT IMPACT STANT. 6/6/07 AODIFED JAMB CKET SCHEDULE FOR OPTION. ADDED LHR K DETAIL SHEET 2. 4/17/05 ADDED TEXAS LICENSE BER TO TITLE BLOCK. NGED LOUVER NOTE. LEASED MAX HEIGHT ADDED HIGH AND ROOF PITCH CK NOTE. 4/29/09 UPDATED TITLE BLOCK 5/4/10 N.T.S. SIZE: A DATE NAME 3/B/06 GRT ED 4/6/06 MRS SHEET 1 OF 2 DRAWING PART NO. I REV. 319033 P5 13 GA 13 GA ADJUSTABLE TOP PLACE U—BAR OVER INTEGRAL RIB TOP Fl ADJU TABLE FIXTURE ATTACHED TO WITH THE (8) PRE —PUNCHED PRE —PUNCHED HOLES '-- HOLES EACH END FACING UPWARD IN BOTTOM OF U—BAR AND ATTACH THRU END CAP AT WITH (2) 1 /4-14x5/8" EACH END WITH (2) 1 /4-14x7/8" CRIMPTTE SCREWS SELF DRILLING C IMP TE SCREWS FOR STANDARD TRACK AND (3) 1/4-14x7/B" SELF DRILLING CRIMPTITE SCREWS FOR LOW °' HEADROOM TRACK (2 OF WHICH - ARE USED TO ATTACHED THE TOP BRACKET AS SHOWN). LOW HEADROOM TRACK. DETAIL A DETAIL A 13 GA ROLLER SLIDE ATTACHED TO PRE —PUNCHED HOLES IN TOP OF U—BAR PLA. U—BAR OVER INTEGRAL RIB WITH WITH ESIN "SLIDIE THECE EACH END ACING) UPWARD AND ATTACH THRU ENDUSEMEWING14,TO ENSURMPM PROPER ALIOF ROLLERS CAP AT EACH END WITH SCREWS 14x7/8" SELFDRILLINGCRIMPTITEFXC PE 110N: U—BAR PLACED OVER TOP 15GAHINGHEDRIBONTHEBOTTOMSECTIONSHALLONLYWITH ( 4) 1//B" CRIMPTITE S(2 OF BE ATTACHED THRU END CAP AT EACH END WITH (1) 1/4-14x7/8" SELF DRILUNG WHICH ARE Y CRIMPTITE §§CREW LOCATED ON 'THE ATTACHED) BOTTOM FLANGE OF THE U—BAR ANCES E TO TORTHE2" NYLON STORMCARO 0- OFRTHEED INSTALLUSCEWSATDUEENDSU— BARS, ALL U—BARS SHALL BE ROLLER_ WITH INSTALLED ON SECTIONS PRIOR TO 4- 1/2 STEM B INSTALUNG ROLLER SLIDES AND TOP DETAILFIXTUREONTHEU—BARS. SEE ATTACHMENT NOTES ON THIS SHEET. PLACE U—BAR OVER 18 GA HINGE ATTACHED INTEGRAL RIB AND ATTACH WITH ( 8) 1/4-20x5/8" % CRIMPTITE SCREWS (2 OF WITH ( 2)) 1/4-20x5/8" CRIMPITE SCREWS THRU WHICH ARE FACTORY PRE —PUNCHED HOLES AT ATTACHED, 3 OF WHICH EACH INTERMEDIATE HINGE ARE FIELD INSTALLED INTO LOCATION (1 THRU FLANGE TOP 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) INTEGRAL RIB OF SECTION) DETAIL C 12 GA BOTTOM BRACKET FACTORY ATTACHED WITH o PLACE U—BAR OVER INTEGRAL RIB WITH 3) 1/4-14x5/8" NOTCH DOWN TO CLEAR BOTTOM CRIMPTITE SCREWS BRACKET AND ATTACH THRU END CAP AT EACH END WITH (1) 1/4-14x7/8' SELF DRILLING CRIMPTITE SCREW AS SHOWN AND USE (1) 1/4-14x7/8" SELF DRIWNG CRIMPTITE SCRREW ACROSS THE BOTTOM OF THE BOTTOM U—BAR AT EACH PRE —PUNCHED HOLE AT EVERY DETAIL D HINGE LOCATION. USE (1) 1/4-20x5/B" CRIMPTITE SCREW AT ALL OTHER PRE — PUNCHED HOLE LOCATIONS. JOHN E. SCATES. PE 3121 FAIROATE DR. OARROLLTON. TX 75007 FL PE 51737 TX PE 56305/F2203 PROFESSIONAL ENCINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF MNDLOAD CONSTRUCTION DETAILS. Wayne Dalton 32514 REVISIONS UMBER OF AND CENTER IUIRED FOR DOOR WIDTHS. P2 MODIFIED NOTE B TO STATE THAT LOUVERS ARE NOT IMPACT RESISTANT. GIRT B/6/07• P3 MODIFED JAMB BRACKET SCHEDULE FOR FAT OPTION. ADDED LHR 5) SECTION DOORS TRACK DETAIL SHEET 2. WITH ( 6)) 3", 18 GA, GRT 4/17/08 BO KSI U—BARS LOCATED OVER P4 ADDED TEXAS LICENSE INTEGRAL RIBS AS UMBER TO TITLE BLOCK. SHOWN CHANGED LOUVER NOTE. INCREASED MAX HEIGHT 4) SECTION DOORS L TO 8'-9". ADDED HIGH WITH ( 5) P. 18 GA, I— LIFT AND ROOF PITCH 80 KSI U—BARS TRACK NOTE. LOCATED OVER GRT 4/29/09 INTEGRAL RIBS AS SHOWN PDATED TITLE BLOCK GRTU5/ 4/10 U— BAR ATTACHMENT NOTES 1. ALL U—BARS SHALL BE PLACED OVER INTEGRAL RIBS AND ATTACHED THRU PRE —PUNCHED HOLES WITH ( 2) 1/4-140/8" CRIMPTITE SCREWS AT EACH INTERMEDIATE HINGE LOCATION, (2) 1/4-14x7/8" SELF DRILUNG CRIMP-TITE SCREWS AT EACH END CAP EXCEPT ROTH U—BARS ON BOTTOM SECTION — SEE DETAIL B AND D THIS SHEET), (2) 1/4-14x5/8" CRIMPTTE SCREWS APPROXIMATELY MIDWAY BETWEEN END OF DOOR AND INTERMEDIATE HINGE LOCATION,. AND ( 1) 1/4-14x5/8" CRIMP11W SCREW APPROXIMATELY 8' FROM EACH END. FOR DOOR WIDTHS GREATER THAN 17.'-0". 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 OF (16) SCREWS ATTACHING EACH U—BAR EXCEPT B TH U—BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (14) SCREWS EACH. 2. WITH THE EXCEPTION OF THE (8) PRE —PUNCHED HOLES 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 1/4-144/8" CRIMPTITE SCREWS. 3. 18 GA U—BARS SHALL BE STAMPED "46" fS` APPROXIMATELY 8' FROM EACH END. STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: A DESIGN ( PSF): +25.90/-28.80 MAX WIDTH: 16'-0" DATE NAME TEST ( PSF): +3B.85/-43.20 MAX HEIGHT: 8'-9" DRAWN 3/B/Ofi GRT IMPACT/ CYCLIC RATED (YES/NO): NO MAX SECTION HEIGHT: 21" CHECKED 4/6/06 MRS MODELS 5140/9400/9600 SHEET 2 'OF 2 DRAWING PART NO. REV. WINDLOAD SPECIFICATION OPTION CODE 0607 319033 P5 PLICE PLATE LOCATION e SEE SCHEDULE 14" MAX 12" MAX 12" MAX I CLIP DETAIL CLIP LOCATIONS SEE SCHEDULE 12" MAX TRACKv CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. JOHN E. SCATES' PE 3121 FNROATE DR. CARROLLTON. TX 70007 FL PE 01737 TX PE 06306/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WINOLOAD CONSTRUCTION DETAILS. 13 GA MIN CONTINUOL WALL ANGI 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1 /4" X 7/16 SEMI TUBULAR RIVITS 11 GA MIN CLIP SEE SCHEDULE - 0. 28" L- 2 13 GA MIN CONTINU.OUS WALL ANGLE RACK 3) 1 /4"-20 TRACK OR CARRIAGE BOLT WITH 1 /4"-20 NUT TYPICAL CLIP BOLTING DETAIL TRACK 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1 /4"-20 NUT TYPICAL CLIP RIVETING DETAIL 11 GA MIN CLIP SEE SCHEDULE 1) 1/4"-2D TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK TYPICAL CLIP WELDING DETAIL 18'-0" 46.0 PSF/-52.0 PSF J 9-0 46.0 PSF -52.0 PSF Vifagnie16'-0" 46.0 PSF/-52.0 PSF REVISIONS 2 2 INCH TRACK —CLIPS —TEXAS NALL ANGLE 12 FOOT JPOATED BPJ 6/11/03 P3 UPDATED FORMAT. INCREASED ALLOWABLE PRESSURES TO 46.00/-52.00 PSF FOR ALL DOOR WIDTHS. CHANGED "TEXAS WALL ANGLE" TO "CONTINUOUS WALL ANGLE". ADDED SUBSTRATE MOUNTING DETAIL. CHANGED TO TITEN HD ANCHORS CRT 4/2/D7 P4 CHANGED FORMAT. ADDED MODELS 9800 AND 8024 WITH OVERLAY TO TRACK CUP SCHEDULE. CRT 8/21/07 P5 UPDATED MODELS LISTED IN CHARTS. UPDATED SPLICE do CLIP MOUNTING PDATED CHARTS TO VATE THE USE OF 8 CUP (REPLACED 9 ACROSS THE ID). 1D/24/07 MRB 04/11/08 P9 EXPANDED 1-1/2" TO 1-3/8" DOOR THICKNESS CHART UP TO 14' HIGH. CRT 12/11/08 P10 UPDATED TITLE BLOCK iGIRT 6/2/10 DRAWN SHEET 1 OF 2 DRAWING PART NO. I REV. 307494 P10 2 3/4" f1" EDGE DIST E60XX MIN. 11 8 2-2 1 /8 2-24 MIN 3/16" THICK STEEL FOR MOUNTING x 1-5/8" WALL ANGLE AG SCREW OR QUIVALENT INTO AIN 2 x 6 NO.2 TRACK CLIP 3PF (G=0.42) OR - --- - - - 3ETTER AT EACH 1/4-2Ox9/16" TOLE OR -PAIR OF TRACK BOLT AND ROLE LOCATIONS 1/4-20 HEX NUT AMOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONAL; WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL e e Aa' aa e CONCRETE MOUNTING DETAIL JOHN E. SCATES. PE 3121 FAIROATE DR. CARROLLTON' TX 75007 FL PE 51737 TX PE 55305/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERFICATION OF VANOLOAD CONSTRUCTION DETAILS. WITH MIN. (1) 1/4-2Ox7/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDIN( 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 P ATE SC EDULE MODELS 8024 8124 WITH DECATRIM OVERLAY 2-1 2 THICK DOOR HEIGHT CLIP #'S FROM BOTTOM TO TOP PLICEPLATE # 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'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13 18 11'-01, 1 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 MODELi 8000 8024 8100 8124 8500 2" THICK DOORIP HEIGHT S FROM BOTTOM TO TOP LICE PLATE # 7'-0" 7, 7, 9 12 8'-0" 7, 7, 9, 9 12 9'-0" 7, 7, 9, 9, 9 14 10'-0" 7, 7, 9, 9, 9, 11 14 11'-0,, 7, 7, 9, 9, 9, 11, 1116 12' - 0" 7 , 7, 9 , 9, 9, 11, 11, 11 16 13'-0" 7, 7, 9, 9, 9, 11, 11, 11, 13 18 14'-0" 1 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11, 13, 13_1 18 MODELS 6100 83DO 8700 1-3/8" TO 1-5/8"' THICK DOOR HEIGHT CLIP S FROM BOTTOM TO TOP SPLICE PLATE # 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" 4WO4, 4, 4, 4, 5, 6, 6, 7, 7 8 4, 4, 4, 5, 6, 6, 7, 7, 9 10 4, 4, 4, 5, 6, 6, 7, 7, 9, 9 10 4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 912 4, 4, 4, 5, 6, 6,21 7, 9, 9, 9, 9 12 REVISIONS P2 2 INCH TRACK -CLIPS -TEXAS WALL ANGLE 12 FOOT MODELS 9100 9400 9600 9700 9800 1" THICK DOOR HEIGHT CLIP S FROM BOTTOM TO TOP PLICE PLATE # 7'-0" 4, 4, 4, 4, 4, 4 6 8'-0" 4, 4, 4, 4, 4, 4, 4 6 9'-0" 4, 4, 4, 4, 4, 4, 4, 4 6 10'-0" 4, 4, 4, 4, 4, 4, 4, 4, 4 6 Wagne® Balton 3395 ADDISON DRIVE FLRIDA TRACK SUPPLEMENT CHART PEN( 850) A44o989D32514 P3 UPDATED FORMAT. INCREASED ALLOWABLE PRESSURES TO 52.00 PSF FOR ALL DOOR WIDTHS. CHANGED "TEXAS WALL ANGLE" TO "CONTINUOUS WALL ANGLE". ADDED SUBSTRATE MOUNTING DETAIL, CHANGED TO TITEN HD ANCHORS GIRT 4/2/07 1 4 CHANGED FORMAT. ADDED MODELS 9800 AND 80Z4 WITH OVERLAY TO TRACK CLIP P5 UPDATED MODELS LISTED IN CHARTS. UPDATED SPLICE do CLIP SCHEDULES. OLP 9/Ofi/07 P6 UPDATE MOUNTING DETAIL DRAWINGS. GIRT 10/05/07 P7 UPDATED CHARTS TO ELIMINATE THE USE OF THE #8 CUP (REPLACED N1TH #9 ACROSS THE BOARD). ' DLP 10/24/07 P8 UPDATED STEEL MOUNTING DETAIL MRB 04/11/08 P9 EXPANDED 1-1/2" TO 1-3/8" DOOR THICKNESS CHART UP TO 14' HIGH. GRT 12/11/08 PIO ADDED MODEL 8700. UPDATED TITLE BLOCK CRT 6/2/10 DATE DRAWN SHEET 2 OF 2 DRAWING PART NO. I REV. 307494 IP10 i. 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. P/N 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 NOTES JAMB (LB/ED 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 1> 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 9 7 6 800 9 7 6 Sc 1yo. 0737 p + %STATE OF ; Af Z SIONAL III 1111 %x% 1. BASED ON 5/16" DIAMETER LAG SCREWS WITH 1-1/2" O.D. WASHERS WITH A 1-9132. THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. 2. PROVIDE QUANTITY OF LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE 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 = 30psf x 16ft/2 = 2401bfft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. 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 DESIGNERANDSHALLBEDESIGNEDFORTHEJAMBLOADLISTEDINABOVETABLEASCALCULATEDPERNOTE3. 7. MINIMUM EDGE DISTANCE SHALL BE 1/2", MINIMUM FASTENER SPACING SHALL BE 1-1/2", AND ALL HOLES SHALL BE PRE -DRILLED TO PREVENT SPLITTING. 8. LAG SCREWS SHALL CONFORM TO ANSI / ASME STANDARD 818.2.1. 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 Revision P16 FL PE 51737 TX PE 56308IF2203 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/Fr)"" 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 Na n/a n/a 660 n/a n/a n/a 680 Na 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 Na n/a n/a 780 n/a Na n/a 800 Na n/a n/a O`j`ENSF rF No. W37 1 p ; STATE OF : 41 i . • o/assONAO ` . 1. BASED ON 16d COMMON WIRE NAILS (0.162"x3-1/2'1 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 16ft/2 = 240lb/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. 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. 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 Revision P16 FL PE 51737 TX PE 56308/F2203 SCHEDULE 3 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)"' 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 18 580 14 18 600 13 17 a206201316 640 13 16 660 12 15 19 680 12 15 18 700 11 14 17 720 11 14 17 740 11 14 16 760 11 13 16 780 10 13 16 800 10 13 15 x;0 .c NSF r s Vii No. 0737 it : * : 00 : STATE OF :4j oAFS t ORID 6`` . S ONi,,``\\ 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 TABLEWITHAMINIMUMOFTHREE (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 16ft/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. IFMOUNTINGOVERDRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER ANDSHALLBEDESIGNEDFORTHEJAMBLOADLISTEDINABOVETABLEASCALCULATEDPERNOTE3. Digitally signed by John E. Scates, P.E. A- mvPfi 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 56309/1`2203 Revision P16 SCHEDULE4 3/8" 0 SIMPSON TITEN HD SCREW ANCHORS MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB/ NOTE4 2500 PSI NNOTE CONCRETE 4000 PSI NOTE CONCRETE 2000 PSI GROUT NOTE2 FILLED CMU 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 NIA 760 17 18 N/A 780 16 18 WA 800 16 17 N/A q,T'S' No. 51737 p STATE OF Ottzz O/sS ONAO ``\ . Jil I l t\li\` 1. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4" O.D. WASHER INTO NORMAL WEIGHT UNCRACKEDCONCRETEWITHAMINIMUMEMBEDMENTDEPTHOF2-3/4" 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 AMINIMUMEMBEDMENTDEPTHOF2-3/4', A MINIMUM EDGE DISTANCE OF 4", AND A MINIMUM END DISTANCE CONCRETE MASONRY UNITS SHHALLCONFORM TO ASTM C90 AND GROUT SHALL CON ORM TO ASTM C4OF 4". 76. 3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLEWITHAMINIMUMOFTHREE (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 =16ft LOAD PER JAMB = 30psf x 16fU2 = 240lb/ft 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 IFMOUNTINGOVERDRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER ANDSHALLBEDESIGNEDFORTHEJAMBLOADLISTEDINABOVETABLEASCALCULATEDPERNOTE4. B. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:58:01-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Revision P16 FL PE 51737 TX PE 56308/F2203 SCHEDULE5 3/8" 0 HILTI KWIK BOLT 3 EXPANSION ANCHOR MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB(LB/FT)"'CONCRETE 2500 PSI NOTE 4000 PSI CONCRETENOTE1 2000 PSI GROUT 11E 2FILLEDCMU 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 1 17 1 17 8 p`X- -eNBF No. 0737 O STATE OF d'`- of ss ONAof,// I it l 110` 1. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4" O.D. WASHER INTO NORMAL WEIGHTUNCRACKEDCONCRETEWITHAMINIMUMEMBEDMENTDEPTHOF2-1/2" 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 UNITCONCRETEMASONRYUNITSSHALLCONFORM 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 (Fly DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH =16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 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. B. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed byJohn E. Scates, P.E Approve Date: 2015.02.20 09:58:27-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Revision P16 FL PE 51737 TX PE 56308/172203 agne Dalton 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 850) 474-9B90 51737No. O STATE OF :NU 0.t• •.FLORIOP' G2 . s ONA1;e`\` Digitally signed by John E. Scates, RE Date:2015.0220 09:5853 -06-00' JOHN E. SCATES PE 31. FANGATE OR GM -D K IX 130Di R PE 517V TX FE 56308/F=3 mVEMY..AwW v.NED M fSIA,.pSwDwL9W DETT/Jl'S1 6' MAX J FASTENERS PER SOHEDULF3 1 1HRU 4 MwuLu 2z4 STRUCTURAL GRADE UMBER FOR MAXIMUM XATTACHMENT TO WOOD SUBSTRATE SPACING OR MINIMUM US FOR ATTACHEMENT TO CONCRETE AND GROUT FILLED CM. TYP. SEE DETAILS 1, t AND 3 REDUIRED FOR VERTICAL POST REINFORCING BTBTE] DOOR HEIGHT 6' MAX J DOOR WIDTH MINIMUM 26 /3 a, IRADER LOCK SOUTHERN PINE BRACKET W MB F+ PSON 11TEN HD SCREW ANCHOR WITH A 11/4' WASHER AND A MINIMUM EMBmMENT DEPTH OF 2- 3/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4. MINIMUM cDDIIAP L.DNM DESIGNCRRFGPACOTOFU?D85 LBS.DAD MINIMUM 2 S #3 IE HEADER LOCK SOUTHERN PINE BRACKET UIMBER a' 4' 4' 8' 4• J 4) 3/8STMPSDN TITEN HD SCREW ANCHOR WITH A 1-1/4' WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/ 4' AND A MINIMUM EDGE DISTANCE OF 4'. myIt_2000 P SIT n11FT CAW ND1L' MAXIMUM DESIGN LOAD CAPACTT OF 240D LBS MINIMUM 2s6 / 3 t HEADER LOCH SOUTHERN PINE BRAUXET WMBTA 4' 4' 4) 3/ 8' CIA. LAD SCREWS WITH 1- 1/4' D.D. WASHERS LAG SCREWS SHALL HAVE A MINIMUM PENETRATION OF 1-9/ SY INTO THE MAW SUPPORT MEMBER. DCTAd1 IPPdET cTR11CTUREyDjE;. MAXWUY DESIGN lOM CAPALf11' OF 243D L8S VM DRAWING PART NO. REV. JAMB CONNECTION SUPPLEMENT 32462D P16 rw al ®i1 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 950) 474-9390 i'i'J,//j p?ypEN3Le• t91 /i No. 51737 p :\ STATE of -Au Dir'• FLORti A O`` Digitally signed by John E.SLates, P.E Date: 2015.0220 095926 -06-00' JDHN E —7ML PE 31a TAmcATE Da cARRDUTDet Tx >sI1oT 0. PE AT31 lS PE 56]OR/F]]OS PROFESSIONAL ENGINFEICS SEAL PRDMf1ED MT FTR VERIFlGIiW DF WIATIDM LOKSTINf:T(N OETAm MIN 2. 4 SPF (G-0.42) OR BETTER WALL STUD MIN. O PSI CONCRETE NOTE' µAX ALLOWABLE FAS7QTER HDIB MAX ALLOWABLE FASTENER LOAD MAYLXC® THE DESIGN LDAO OF THE STRUCTURE LOAD MAY E0(CiID THE DESIGN DESIGN OF SUPPORTING STRUCTURE SHALL BE LOAD OF THE STRUCTURE DESIGN 2 3/4" THE SOLE RE9'CNSBIUTY OF THE PROFESSIONAL OF SUPPORTING STRUCTURE SHALL MW EDGE DIST BE THE SOLE RE DNS101UTY OF OF RECORD FDR THE STRUCTURE THE PROFESSIONAL OF RECO FOR THE STRUCTURE . . 14. EXTERIORSHEATMN 3/6" SIMPSON TITm H0, 5/76" LAG SCREW WITH2-3/4" MIN EMBED. MIN 1_B/32• EMBm W CEN7ER OF6• BETArFN JAMB SND (3 i/4 FOR EACHBRACID:T LOCATION LAMB LOCATION JAMB BRACKET JAMB BRACKET 1/4—ZOa<9/16" 1/4-20<9/16• TRAIX BOLT AND TRAIX BOLT AND 1/4-2D HEX N 1/4-20 HIX NL1 ET 11iAIX WAD( DIRECT CON C E MOUNTING DETAIL DIRECT WOOD MDUNTING DETAIL MAX e _ PER I_AG FASTENER DRAWING PART NO. I REV. JAMB CONNECTION SUPPLEMENT 324620 P16 Florida Building Code Online Page 1 of 1 c'Z''k."`'--,' 31r.,XS.at 4t '•Ys- i3' ti}'' C/Y f E -„i we,, Em c ti 7 ''; r `iF r I j Y •;r.l•b..o usinesIrar q ,•,"`- xr u"'``c ±rl_';.r_ '. -i:•`3.%= ' °aP i J;tgr .eCHP€ Or* Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List a, N 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 AH FL# Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description Approved for use outside HVHZ Design Pressure FL# Tvoe Manufacturer FL14039- R2 Revision Ply Gem Windows Category: Windows History Subcategory: Single Hung Validated By Refine Search 14039 ALL ALL ALL All ALL ALL ALL Status National Accreditation & Management Institute Approved 804) 684-5124 necessary. Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone' 850-487-1824 The State of Florida is an AA/EEO employer. Copyriahl 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement do not Under Florida law, email addresses ste.. adam taLt the b phone or by traditional mail. If you have any questionsIF you do ddress released in , pia sepcontact 850.487.1395. *Pursuant to electronic mail to this entity. y Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address i they haveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an Chap 4hereailadddlre ssswhichpleasethcan be dick made available to the public To determine If you are a licensee under Product Approval Accepts: P ctlirsV. CredA Card Safe srcurtF ni° rrllt'• Florida Building Code Online Page 1 of 2 BCIS Home Log In User Registration Hot Topics i Submit Surcharge Stats & Facts I Publications ; FBC'Staff BCIS Site Map ; Llnks Search Florida Product Approval USER: Public User Ery.^nrecNes.+ch_a;dcr Product Approval Menu > Product or Aooliation Search > Application List > Application Detail FL # FL14039-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 L Ply Gem Windows 433 N. Main St. Rocky Mount, VA 74151 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 lol/I.S.2/A440 Method 1 Option A 04/22/2015 04/22/2015 04/25/2015 10/12/2017 Year 2005 i 1 •1 Je_ _ /_.. /_.- ..-- .J+l +r-r.v7nororrf—U/.FVXCI\A/tl !('('fl, 11 /2.9/2017 Florida Building Code Online Page 2 of 2 summary of Products FL # Model, Number or Name Description 14039.1 4712/4812 Single Hung 4712FL/4712F/4812F Single Hung Limits of Use Certification Agency Certificate FL14039 R2 C CAC NI010366 01-R2.DdfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL14039 R2 C CAC NI010366.02-R2.Ddf Impact Resistant: No FL14039 R2 C CAC NI010366 03-R3.Ddf FL14039 R2 C CAC NI010366-R2.1)dfDesignPressure: N/A Other: See installation detail for sizes and ratings. FL14039 R2 C CAC N1010367.02-Rl.i)d FL14039 R2 C CAC NI010367.03-Rl.Ddf Quality Assurance Contract Expiration Date 08/31/2018 Installation Instructions FL14039 R2 II PGW029 SS.odf FL14039 R2 II PGW030 AT.Ddf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14039 R2 AE PER3050 SS 2015-04-19.Ddf Created by Independent Third Party: Yes Back Next Contact U5 :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an WEED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want youre-mail address released in response to a public -records request, do not sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address iftheyhaveone. The emails 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 mail saddressddeswhichplease candick be made available to the public To determine if you are a licensee under Chapter Product Approval Accepts: a M Cred' a Card Safe 4C L"U 1' 1 t <<5I 1=7ItI C S' r r_._._.. rI__:J L..:I J:., .rn/r.r/nr inn rlf acn\,?r ram=wC;FVXOv,/tDatG... 11/29/2017 S 1T rIr C, Q yZ 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 INSTALLATION ANCHORS WITHIN ATOLERANCE OF t_1/21NCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL(I.E•, WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT, 4. FLANGE INSTALLATION: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/ MASONRY, USE ONE(1) 3116 INCH ITW TAPCON PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 1114 INCH MINIMUM EMBEDMENT. I S. FLANGE INSTALLATION: FOR INSTALLATION THROUGH STEELSTUD USE ONE (1)410 SELF -TAPPING SCREWS PER LOCATION OF SUFFICIENT LENGTHTO ACHIEVE 3 THREADS MINIMUM ENGAGEMENT INTO METAL FRAME SUBSTRATE. 6. FIN INSTALLATION: FOR INSTALLATION THROUGH STEELSTUD USE ONE (1)88 SELF -TAPPING SCREWS 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 V ENEER, 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 15 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.CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. B. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE I WR GREATER). C. STEEL- MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALLTHICKNESS OF 33 MILS. (20 GUAGE) PLY GEM WINDOWS 471214812 SINGLE -HUNG (NON -IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTOREDTO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC) EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 101/I.S•2/A440-05 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 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 OFTHE 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 FORA 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 15 REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. S. WINDOW FRAME MATERIAL: ALUMINUM 6063-TS 7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEETS FOR GLAZING DETAILS. 8, DESIGNATIONS "X"AND "O"STAND FOR THE FOLLOWING: X: OPERABLE PANEL O: FIXED PANEL NTS DESCRIPTIONM4- STALLATION NOTESa4712FLANCHORLAYOUTS HORIZONTAL SECTIONS 4712E VERTICAL &HORIZONTAL SECTIONS 5 4812F VERTICAL & HORIZONTAL SECTIONS PRODUCT OVERALLSIZE DP RATING jPSF MISSILE IMPACT RATINGWIDTHHEIGHT 4712FL 48" 83.93" 50/-70 NOT RATED 4712FL 53" 72" 50 / -60 NOT RATED 4712F 53" 72" 50 / -60 NOT RATED 4712F 48" 83.93" 50 / -60 NOT RATED 4812F 48" 84" 50/-60 NOTRATED 4812F 48" 96" 30/-30 NOT RATED Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date; 2015.04.1010:48:44-04'00' PLY GEM IVINDOWS 433 N. MAIN ST., PO BOX 959. ROCKY MOUNT, VA 24151 PH: 540-454.634E FXi 540-484-6653 r., y PRIPN 1 PII p 3g 2 uZ m a V) DWG #: PGW029 SHEET: OF F UNITM WIDTH 53.00" b. L.O MAX. WIDTH 49.44" B F 3 4 UNIT MAX. HEIGHT 72. 00" „X„ A E 3 4 SASH MAX. WIDTH 51.25" ELEVATION D. L.O. MAX. HEIGHT 33. 25" ASH MAX. HEIGHT 36. 31" F, SEE ANCHOR SEE ANCHOR SCHEDULE SCHEDULE ' I ANCHOR LAYOUT D. L.O MAX. WIDTH 44.31" K"„ D 8 3 UNIT MAX. HEIGHT 96. 00" SEE ANCHOR SCHEDULE 5EEANCHOR SCHEDULE UNIT MAX. IDTH 48.00" 5 3 4 SASH MAX. WIDTH 46.25" ELEVATION b. L.O. MAX. HEIGHT 45. 56" SASH MAX. HEIGHT 35. 68" EDGE HEAD SILL JAMB O.C. CORNER ANCHOR TYPE INSTALLATION QTY PER SUBSTRATE EMBEDMENT DISTANCE O.C. DISTANCE O.C. DISTANCE DISTANCE DISTANCE TYPE LOCATION IN') IN.) IN.) IN.) IN.) IN.) 8 SELF -TAPPING FIN 1 STEEL STUD 3 THREADS N/A 12 12 9 4 3/ 16" ITW TAPCON FLANGE i CONCRETE/MASONRY 1.25 2.5 20 20 4 10 SELF -TAPPING FLANGE 1 STEEL STUD 3 THREADS N/A 20 20 4 PLy GEM WINDOWS 433 N. MAIN 5T, PO BOX 559, ROCKY MOUNT, VA Z4151 PH: 540AB4.6345 FX; 540AB4.66B3 F m qq V # O g m of V < pe. L3W U w 7a mz n p a a QZQLuwLm w LD F LaLl Q m H Z OV V Lu J LL 4 o T 31t 1114` Ili WV) C3 J )P) zo z V)"= u Z o w o V) DWG #: PGW029 SHEET: 1/4" MAX. SHIM SPACE 3/16" ITW TAPCON INSTALLATION 3 THREAbS MIN. AlarDPLyGEfANCHORENGAGEMENTV 1 WINDOWS CONCRETE/ MASONRY BY OTHERS 21/2"MIN.i'1:':`;;,•r':•t INTERIOR 433N.MAIN ST.,P0BOX 059, CAULK BETWEEN EDGE DISTANCE 10 SELF -TAPPING SCREW ROCKYMOUNT, VA Z4151 CONCRETE/ MASONRY A IX INSTALLATION ANCHOR WOOD BUCK BY OTHERS PH: 540AB4-6349 FX, 540-404-6683 ix WOOD BUCK BY OTHERS I I/4" MIN. METAL STUD FRAMING SEE GLAZING BY OTHERS DETAIL 1 m 0 Z o g EXTERIOR FINISH EMBEDMENT BY OTHERS J SHEATHINGuj r+ w BY OTHERS EXTERIOR n.W m H PERIMETER CAULK ( 1 1/ 4" MAX. SHIM SPACE P w o LU ¢ Z w u < S a < O. A. BY OTHERS WINDOW EXTERIOR FINISH.•...•.••.•.. w m HEIGHT BY OTHERS O.A. LU ISEEGLAZINGPERIMETERCAULKWINDOWEXTERIOR DETAIL 1 INTERIOR BY OTHERS WIDTH 0 g VERTICAL SECTION p HORIZONTAL SECTION m. 3 HEAD -1X WOOD/CONCRETE/MASONRY 3 JAMB -STEEL STUD FRAME vi 4712 FLANGE 4712 FLANGE Z 11/4" MIN. EMBEDMENT 1/ 4" MAX. CONCRETE/ MASONRY BY OTHERS Z SHIM SPACE CAULK BETWEEN CONCRETE/ MASONRY 6 IX EXTERIOR INTERIOR WOOD BUCK BY OTHERS LL1 w INTERIOR IX WOOD BUCK e SEE GLAZING BY OTHERS DETAIL 1'd. 3/16" ITW TAPCON INSTALLATION ANCHOR Z 1IB. A. o fit/ WINbOW HEIGHT STRUCTURAL GRADE 1/4" MAX. 2 1/2" MIN. EDGE DISTANCE SILICONE BY OTHERS---, THERSSHIM SPACE p ,. EXTERIOR FINISH BYERS y •• s. IX WBBb BUCK :.'; •'••:' ' d.' SEE GLAZING EXTERIOR FINISH BYOTHERSbETAIL1BY OTHERS m n1 mlZ CAULKBETWEENEXTERIOR PERIMETER CAULK CONCRETE/ MASONRY h 1X O.A. BY OTHERS a m S v Z WOOD BUCK BY OTHERS WINDOW m In v CONCRETE/ MASONRY BY OTHERS VERTICAL SECTION WIDTH C HORIZONTAL SECTION DWG # t PGW029 A3 SILL- IX WOOD/CONCRETE/MASONRY 3 JAMB -1X WOOD/CONCRETE/MASONRY 4712 FLANGE SHEET; 3 OF 5 4712FLANGE 1/4" MAX. 3THREADS MIN. SHIM SPACE SHEATHING ENGAGEMENT B SELF -TAPPING SCREW BY OTHERS INSTALLATION ANCHOR EXTERIOR FINISH; METAL STUD FRAMING i'I''.•`"%°.:I:,;t :. BY OTHERS BY OTHERS 8 SELF -TAPPING SCREW INSTALLATION ANCHOR PERIMETER CAULK BY OTHERS METAL STUD FRAMING BY OTHERS MAX. SHLM SPACESHIM 3 THREADS MIN. WINDOW ENGAGEMENT HEIGHT J SEE GLAZING— SHEATHING— DETAIL 1 INTERIOR BY OTHERS ::.:::::::::::::::: EXTERIOR EXTERIOR FINISH •.'' •• ' •,. ••.'. . BY OTHERS_ PERIMETER CAULK O.A. BY OTHERS WINDOW WIDTH VERTICAL SECTION G HORIZONTAL SECTION F FRAME I, HEAD - 1X WOOD/CONCRETE/MASONRY L, JAMB -STEEL STUD 712 FIN4 4712 FIN SEE GLAZING DETAIL 1 — 4 EXTERIOR 1 INTERIOR 1 O.A. WINDOW 1/4" MAX. HEIGHT SHIM SPACE EXTERIOR nnzww. PERIMETER CAULK BY OTHERS METAL STUD FRAMING EXTERIOR FINISH BY OTHERS BY OTHERS SHEATHING 8 SELF -TAPPING SCREW BY OTHERS 3 THREADS MIN. INSTALLATION ANCHOR ENGAGEMENT VERTICAL SECTION 4 SILL- PRECAST CONCRETE 4712 FIN H VERTICAL SECTION 4 MEETING RAIL of.A, PLY GEM WINDOWS INTERIOR 433 N. MAINROCK' MOUNT, PH: 540-484-6348 ST., PO BOX 559, VA 24151 FX: 540-484-6653 m ml # c T I H a 0 T SEE GLAZING o m a DETAIL 1 v v z a¢tYi n Lu aZs a JO W 0 IL mWa i N LUa a m EXTERIOR 1 170 INTERIOR O z Lu wy- I o o a'ur S!n" uim m 0 Z v) z= v Z o o V) bWG #; PGW029 SHEET: ^ . OF 5 3 THREADS MIN. SHEATHING ENGAGEMENT B SELF -TAPPING SCREW BY OTHERS INSTALLATION ANCHOR EXTERIOR FINISH METAL STUD FRAMING BY OTHERS BY OTHERS PERIMETER CAULK BY OTHERS 1/4" MAX. O.A. WINDOW SHIM SPACE HEIGHT f SEE GLAZING) 3/4" O.A. INSULATED GLASS -}-- DETAILI EXTERIOR INTERIOR DOW 1199 SILICONE VERTICAL SECTION 5 HEAD - 1X WOOD/CONCRETE/MASONRY 4812 FIN 1/2" MIN. GLASS \ BITE SEE GLAZING DETAIL GLAZING DETAIL 11 I EXTERIOR INTERIOR O.A. NOTE: WINDOW 1/4" MAX. GLA55 THICKNESS AND TYPE HEIGHT 5HIM SPACE SHALL COMPLY WITH ASTM E 1300 GLASS CHART REQUIREMENTS PERIMETER CAULK_ BY OTHERS 7 METAL STUB FRAMING EXTERIOR FINISH BY OTHERS BY OTHERS SHEATHING 8 SELF -TAPPING SCREW BY OTHERS 3 THREADS MIN. INSTALLATION ANCHOR ENGAGEMENT I VERTICAL SECTION 5 SILL- PRECAST CONCRETE 4B12 FIN 1/4" MAX. SHIM SPACE PLYQEM WINDOWS i • '`t•.. F-TAPPING SCREW 11111, MAIN IT,, 10 BOX 111, ROCKY MOUNT, VA Z4151 ALLATION ANCHOR INTERIOR TAL STUB FRAMING PH: 540-64-6348'FX: 540-484-6683 BY OTHERS m SEE GLAZING N 4t T AbS MIN. ti bETAIL 1 EMENT SHEATHING---'- c) m W BY OTHERS 1° m Z'c n V'vwiZ a Ol5rr a Pn Zf4 W -J q Z n a H Q Q X7ERIOR FINISH EXTERIOR w 'w m w a a C, Q rn Y BY OTHERS ERIMETER CAULK O.A. WINDOW — BY OTHERS WIDTH o HORIZONTAL SECTIONL 5 JAMB - STEEL STUD FRAME 4812 FIN 1/4" MAX. Z SHIM SPACE _-.- O H Z 8 SELF -TAPPING SCREW U INSTALLATION ANCHOR L.LI wa METAL 5TUb FRAMING BY OTHERS INTERIOR 3 THREADS MIN. kc; ENGAGEMENT r• •" SHEATHING BY OTHERS LL . f- EXTERIOR FINISH n m SEE GLAZING BY OTHERS DETAIL 1 PERIMETER CAULK BY OTHERS 111 EXTERIOR O.A. o Z V) u Z h WINDOW —- mm p U p ZU) WIDTN DWG #: HORIZONTAL SECTION PGW029 5 JAMB - STEEL STUD FRAME 481Z FIN SHEET: 5 OF 5 Florida Building Code Online Page 1 of 1 rx•:-:--tee _;:;.. _,, Or Product Approval USER: Public User Product Approval 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# 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 Searcn rcesuru FL# aNN r Type Manufacturer Validated By Status FL14253-R3 Affirmation Ply Gem Windows National Accreditation & Management Institute Approved Category: Windows 804) 684-5124HistoSubcategory: Fixed Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850487-1824 The State of Florida is an AA/EEO employer. Cooyrinht 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 sendelectronicmailtothisentity. 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 Department with an email address iftheyhaveone. The emaits 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 underChapter455, F.S., please ctdc here Product Approval Accepts: CreJ4 Card Safe SCCUCII'i•ItTItU' r .. . r r- It-+ O['nv 11/29/2017 Florida Building Code Online Page 1 of 3 links Search j BCLS Home ; Log In j User Registration Hot Topics Submit Surcharge Stats & Facts ; Publications ; FBC Staff BCLS Site Map Aolida r a Product Approval USER. Public User te K:w-Ya Product Approval Menu > Product or Aeolication Search > Application List > Application Detail I.W.FL14253-R3 FIL # Affirmationr Application Type 2014 Code Version Approved Application Status Approved Comments Archived Product Manufacturer Ply Gem Windows Address/Phone/Email 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 Windows Category Fixed Subcategory Certification Mark or Listing Compliance Method National Accreditation & Management Institute Certification Agency National Accreditation & Management Institute Validated By Referenced Standard and Year (of Standard) Standard Year AAMA/NWWDA 101/I.S.2-97 Equivalence of Product Standards Certified By 2.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 0 No ON/A FL14253 R3 CDC SA14253 SS 2015-04-10.12df Product Approval Method Method 1 Option A Date Submitted 05/06/2015 r_.. i.._ --- A+-1 ,nv7nnrmm_NAf(,FVXnWtDni]D--- 1 1 /29/2017 Florida Building Code Online Page 2 of 3 Date Validated 05/06/2015 Date Pending FBC Approval Date Approved 05/16/2015 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 HVHZ: No FL14253 R3 C CAC NI008098-R4.Ddf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 10/31/2018 Installation Instructions other: FL14253 R3 II PGW050-Rl SS.odf 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 705 Fixed Window Limits of Use Certification Agency Certificate FL14253 R3 C CAC NI006190-R5.DdfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure: +50/-50 07/31/2018 Installation Instructions FL14253 R3 II PGW047-RI-SS.12 Other: Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14253 R3 AE PER2899 SS.odf 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 HVHZ: No dfFL14253R3CCACNI006189RS.Dtion Date QualityAssuranceContractExpiratiApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Design Pressure: +45/-45 07/ 31/2018 Installation Instructions Other: FL14253 R3 II PGW049-Pl SS.odf 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 14253. 4 705 Fixed Windows Builder Series 705 Fixed Window Limits of Use Certification Agency Certificate FL14253 R3 C CAC NI006468-R5.Ddf Approvedforuse -in HVHZ: No Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/31/2018 Installation Instructions DesignPressure: +40/-40 9L14253 R3 II PGW048-RI SS.Ddf Other: Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14253 R3 AE PER2901 SS.odf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road Tallahassee PL 32322 Phone: 850-487-1624 The State of Florida is an AA/EEO employer. Coovrloht 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 electronicmalltothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.13°5. Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if theyhaveone. The emaiis provided may be used for official 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 ypleascan he made eclickher . available to the public To determine if you are a licensee under Chapter 55, Product Approval Accepts. t® ¢ Cfirei . 11 1')a 1')(117 INSTALLATION NOTESt 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 INSTALLATION ANCHORS WITHIN A TOLERANCE OF 1112 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. FOR INSTALLATION THROUGH 2X BUCK USE #10 WOOD SCREW OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 5. FOR INSTALLATION THROUGH 1X BUCK INTO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3116 INCH ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 11/41NCH 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 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. 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE 15 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 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 2700 PSI. C. MASONRY- STRENGTH CONFORMANCETO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. STEEL -MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALLTHICKNESS OF 33 MILS. PLY GEM WINDOWS SERIES 4 701 FL ALUMINUM FIXED WI ND O V l/ GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2010 FLORIDA BUILDING CODE, EXCLUDING HVHZ AAMA/N W W DA 101/I.S.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 S1TE 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 6053-TS 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 4 FOR GLAZING DETAILS. B. DESIGNATIONS "X" AND "O" STAND FOR THE FOLLOWING: X: OPERABLE PANEL O: FIXED PANEL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A INSTALLATION & GENERAL NOTES 2 ELEVATION & ANCHOR LAYOUT 3 VERTICAL SECTIONS q HORIZONTAL SECTIONS & GLAZING DETAILS g COMPONENTS & 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: 2014.05.28 18:55:06-04'00' PLY GEMbVINDGwS 433 N. MAIN ST., PO BOX 559. ROCKY MOUNT, VA 24151 PHi 540-484-6348 FX: 540-484-6683 LLB.. m 4 0 H Z J ZJ O o Hw I z m ¢ m z¢m H N 7 N lbNLU a ZLU Zp WCK IIW-- 11 2 LLJU) LU + m ms dMw Q C) yid• `•••. 0 • a 910 T 40 _ U) UDWG #: PGW050 SHEET: 1 OF 5 h ELEVATION 3" MAX. FROM CORNER TYP 17" MA: O.C. TV ANCHOR LAYOUT FLANGE MAX, ORNER TYP. INSTALLATION ANCHOR PLy GEMWINDOWS 433 N. MAIN 5T., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484.6348 FX: 540-484-6683 m z 0 62 wu 4 Q 62a w V Z m 1K m H H $ d O Lu a Z CC J Q tiiwj w CCEwa a wa' W LiN 2 m d V) 7- 7 Lo r- H H u wU) 06 w0 tL . W T u) ro R N Y U Z V N DWG #: PGW050 SHEET: 2 OF 5 2X WOOD FRAME 3/4" MIN. BY OTHERS EDGE DISTANCE SHEATHING 10 WOOD SCREW BY OTHERS INSTALLATION ANCHOR CAULK BETWEEN FIN A SHEATHING 11/2" MIN. r EMBEDMENT EXTERIOR FINISH BY OTHERS PERIMETER CAULK -— 1/4" MAX. BY OTHERS 6 SHIM SPACE 1 O.A. WINDOW SEE GLAZING HEIGHT 2 DETAIL 3 4 EXTERIOR 5 INTERIOR g VERTICAL SECTION 3 HEAD -ZX WOOD FRAME FLANGE INSTALLATION STEEL STUD - BY OTHERS SHEATHING BY OTHERS CAULK BETWEEN FIN 4 SHEATHING EXTERIOR FINISH PERIMETER CAULK BY OTHERS O.A. WINDOW HEIGHT EXTERIOR EXTERIOR 3 SEE GLAZING DETAIL INTERIOR 2 4 1 1/4" MAX. PERIMETER CAULK 6 SHIM SPACE BY OTHERS 1 1/4" MIN. EMBEDMENT EXTERIOR FINISH BY OTHERS IX WOOD BUCK 3/16" ITW TAPCON BY OTHERS INSTALLATION ANCHOR CONCRETE/MASONRY 2 1/2" MIN. EDGE BY OTHERS DISTANCE CAULK BETWEEN CONCRETE/ MA IX VERTICAL SECTION WOOD DUCK BYOHES 3 SILL-CONCRETE/MASONRY _ FLANGE INSTALLATION 10 SELF -TAPPING SCREW INSTALLATION ANCHOR y 3 THREADS OF MIN. ENGAGEMNT 1/4" MAX. SHIM SPACE SEE GLAZING DETAIL INTERIOR C VERTICAL SECTION 3 HEAD - STEEL STUD FLANGE INSTALLATION Pay GEMNING01'JS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6346 FX: 540-484-6603 m Y i ZZ 7- 0ao C) V m m G 2 uJ L3 W U Q z m coZ Q m mH p C' H V) pW H Q WJL- 1-'1 d w gy m d,,'4')m dFW H 0 LLijAy••• Pao```$ Q+ Z N u Y v Z o tn SHEET: 3 0F 5 1 1/2" MIN. EMBEDMENT 2X WOOD FRAME BY OTHERS 10 WOOD SCREW INSTALLATION ANCHOR 1/4" MAX. rSHIM SPACE INTERIOR SEE GLAZING DfTAIL 3/4" MIN. EDGE DISTANCE CAULK BETWEEN 1 z 3 5 FIN & SHEATHING EXTERIOR FINI5H BY OTHERS PERIMETER CAULK BY OTHERS EXTERIOR O.A. WINDOW - WIDTH p HORIZONTAL SECTION 4 JAMB-2X WOOD FRAME FLANGE INSTALLATION 11/4"MIN. Pay GEM 1/4" MAX. EDGE DISTANCE OL,6 VIND041'S SHIM SPACE CONCRETE/MASONRY BY OTHERS 2X WOOD BUCK fi :r. 433 N. MAIN ST.. PO BOX 559, ROCKY MOUNT, VA 24151 BY OTHERS r .. CAULK BETWEEN' PH: 540-404-6343 FX: 540.484-6603 6 r CONCRETE/MASONRY & 2X MINTERIORWOODBUCKBYOTHERS 3/16" ITW TAPCON ZSEEGLAZING. INSTALLATION ANCHOR Z vz0 DETA L aT Z o 3 H p w 2 1/2" MIN. 6 v w., EDGE DISTANCE m O Z m ZHm m CAUL BETWEEN o z 5 3 2 1 FIN & 2X WOOD BUCKLuw EXTERIOR FINISH x L a BY OTHERS PERIMETER CAULK EXTERIOR BY OTHERS a Ta0 O.A. WINDOW V) WIDTH 7- HORIZONTAL SECTION 0 ZH 4 JAMB -1X BUCK/CONCRETE/MASONRY FLANGE INSTALLATION j oN 3/4" O.A. INSULATED GLASS 0 EXTERIOR 2 _ 5 INIS 4 O .. Ali 4 l 3 ' . 50" GLA55 u:BITE Lr) T 41p % ~ 1 i CS' •'• ``Y] NOTE; V.m Co a n GLASS THICKNESS AND TYPE 2 = u N z GLAZING DETAIL 1 MAY VARY PER ASTM E 1300 0 GLASS CHART DWG #: REQUIREMENTS, n /` W0 5 O SHEET: 4 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 GLAZING BEAD 10601 ALUMINUM 6063-T5 PLY GEM WINDOWS 3 GLAZING BEAD INSERT V-166 VINYL PLY GEM WINDOWS 4 3/8" X 1/8" FOAM TAPE VINYL 5 3/4" O.A. INSULATED GLASS TEMP. GLASS 6 SHEAR CLIP 11587 ALUMINUM 6063-T5 PLY GEM WINDOWS EAR CLIPOAL1UMINUM6063-T5 OFRAME HEAD/SILL/JAMB ALUMINUM 6063-T5 1.875 0.5 I 2.437 -- OGLAZING BEAD ALUMINUM 6063-T5 ILI8 0.982 0a PLy GEMWINPOVYS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151' PH, 540-484-6348 FX:540-484-6663 SW. M eU $ n Z H > m Z :E cc VAnW V v1 m H a W a m w dm x 777a DWG #: PGW050 SHEET: 5 OF 5 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR 15 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 A TOLERANCE OF±1/21NCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUTOETAIL (I.E., WITHOUTCONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT: 4. FOR INSTALLATION THROUGH ZX BUCK USE #R WOOD SCREW OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 5. FOR INSTALLATION THROUGH 2X BUCK USE 5d ROOFING NAIL OF SUFFICIENT LENGTH TO ACHIEVE 11/21NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. RECOMMENDED NAIL HEAD DIAMETER TO BE AT LEAST 0.375". 6. FOR INSTALLATION THROUGH STEEL STUD USE#B 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 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. 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 OF 0.55. B. STEEL- MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 33 MILS. PLY GEM WINDOWS BUILDER SERIES 705 ALUMINUM PICTURE WINDOW GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2010 FLORIDA BUILDING CODE, EXCLUDING HVHZAAMA/NWWDA 10111.5.2 - 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 E1300 GLASS CHARTS. SEE SHEET FOR GLAZING DETAILS. R. DESIGNATIONS ""AND "O"STAND FOR THE FOLLOWING: X: OPERABLEPANEL O: FIXED PANEL TABLE OF CONTENTS DESCRIPTIONINSTALLATION A GENERAL NOTESRREVISIONSHEETELEVATIONdANCHORLAYOUT VERTICAL SECTIONS RIZONTAL SECTIONS S GLAZING DETAIL COMPONENTS A BILL OF MATERIALS DESIGN PRESSURE RATING GLAZE TYPE DESIGN PRESSURE MI55LE IMPACT RATING 1 50/-50 P5F NOT RATED PLyNG 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6603 Digitally signed by Hermes F. Norero, P.E. `" 6 W 0 ^ 7 Reason: I am approving this document SHEET: ` t Date: 2014.05.28 18:49:54 -04'00' 1 OF 5 lw: PLy GE 2X WOOD FRAME 11/2" MIN. EMBEDMENT WINDOWS BY OTHERS 5d ROOFING NAIL SHEATHING INSTALLATION ANCHOR A33 N. MAIN ST.,, V BOX 559, ROCKY -MOUNT, VA 24151 BY OTHERS CAULK BETWEEN PH: 540-484-6348 FX: 540-464-6683 FIN d SHEATHING 3/4" MIN. EDGE 3 m M EXTERIOR FINISH ' Y C. bISTANCE g 0 It v S BY OTHERS Z a o z Z H .. H O PERIMETER CAULK vi 1/4" MAX. 3 THREADS OF MIN. g O BY OTHERS SHIM SPACE STEEL 5TU ENGAGEMNT _ I BY OTHERS #8 SELF TAPPING SCREW ¢ 25 L SEE GLAZING SHEATHING INSTALLATION ANCHOR in m Z ¢ m O.A. WINDOW 2 bETAIL I BY OTHERS o o z es HEIGHT 3 CAULK BETWEEN i w ¢? u a EXTERIOR 5 INTERIOR FIN 6 SHEATHING LU LU i d m EXTERIOR FINISH BY OTHERS Fw a PERIMETER CAULK 1/4" MAX. g VERTICAL SECTION BY OTHERS SHIM SPACE 3 HEAD-2X WOOD FRAME I SEE GLAZING In FIN INSTALLATION O.A. WINDOW 2 DETAIL 1 7- HEIGHT 3 0 EXTERIOR 5 INTERIOR 1 s EXTERIOR 5 INTERIOR w w O.A. WINDOW 3 C VERTICAL SECTION HEIGHT 2 SEE GLAZING bETAILl 3 HEAD-STEELSTUD ATIONFININSTALLATION I 1/4" MAX. PERIMETER CAULK Z BY OTHERS \ i 4 SHIM SPACE 3/4" MIN EDGE DISTANCE p FINISHFEXTERIOR OTHERS e•' 4Y' 2XUCK N : } BY OTHERS 2 CAULK BETWEEN .•11/2° CONCRETE/MASONRY FIN S 2X WOOD BUCK MIN. BY OTHERS 8 WOOD SCREW EMBEDMENT CAULK BETWEEN INSTALLATION ANCHOR 113 wCONCRETE/ MASONRY 8 2X m m WOOD BUCK BY OTHERS ¢ o Z V) x = Z A VERTICAL SECTION " DWG #: 3 SILL -2XWOOD BUCK PGW047 FININSTALLATIONSHEET: 3 OF 55 3/4" MIN. EDGE DISTANCE y 1/4" MAX. F SHIM SPACE 2X WOOD FRAME BY OTHERS 5d ROOFING NAIL INTERIOR INSTALLATION ANCHOR SEE GLAZING 11/2" MIN. DETAIL 1 EMBEDMENT CAULK BETWEEN FIN & SHEATHING 1 2 3 5 EXTERIOR FINISH BY OTHERS PERIMETER CAULK EXTERIOR BY OTHERS O.A. WINDOW -- WIDTH p HORIZONTAL SECTION 4 JAMB - 2X WOOD FRAME FIN INSTALLATION 3/4" MIN. ;}rj PLy G EM EDGE DISTANCE i''' N/1NDOWS 1/4" MAX. SHIM SPACE CONCRETE/MASONRY BY OTHERS 433N.MAINST.P0BOX 559• ROCKY MOUNT, VA 24151 2X WOOD BUCK r • BY OTHERS PH 540-484-6348 FX: 540-464-6683 CAULK BETWEEN d m m CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS M q INTERIOR 8 WOOD SCREW N j o INSTALLATION ANCHOR H U N m 5EE GLAZING p a:DETAILI 11/ 2" MIN. a o EMBEDMENT z m Z¢ m pz¢ a rNONSpBETWEEN w Pw-4 = S w a a FIN & ZX WOOD BUCK Lu F=I 5321EXTERIORFINISHu BYOTHERS43 EXTERIORPERIMETERCAULKBY OTHERS m O.A. WINDOW WIDTH E HORIZONTAL SECTION C1-4 z JAMB - 2X WOOD BUCK FIN INSTALLATION H o 5/ 8" O.A. INSULATED Z EXTERIOR yl F GLASS 1 r INTERIOR „,... 5u- vLnss LL fun NOTE: o z U) u 7-¢ p GLASS THICKNESS AND TYPE a -1 u N Z GLAZING DETAIL MAY VARY PER ASTME1300 0 DWG #: REQUIREMENTGLASSCHARTS, n /' \ /O /1 7 SHEET: ^ of 5 BILL OF MATERIALS ITEM NO. DESCRIPTION MATERIAL MANUFACTURER 1 FRAME HEAD/SILL/JAMB ALUMINUM PLY GEM WINDOWS Z GLAZING BEAb ALUMINUM PLY GEM WINDOWS 3 GLAZING BEAD INSERT VINYL PLY GEM WINDOWS 4 GLASS SHIM VINYL PLY GEM WINDOWS 5 5/8" INSULATED GLASS TEMP. GLA55 PLY GE O WINDOWS 1 FRAME HEAD/SILL/JAMB O GLAZING BEAD 6063-T6 6063-T5 433 N. MAIN ST., PO BOX 859, POCKY MOUNT, VA 24151 2 - PH: 540-AB4-6348 F%: 540-484-6607 0.625 m g a M q 2,333 Z) J Z o 00 & 0.5 Z NH gym"' S O yJZ < Q < tW LoO i 0 m Z H m n 00 Z¢ U7 D m ui WE— 1 ^ T v I z ln o w 0 O z g O, a LL F N F mozNY4 ¢F DWG #: PGW047 SHEET: 5 OF 5 Florida Building Code Online Page 1 of 1 Or* Product Approval USER: Public User Product Approval Menu > Product or Application Application ListSearch > App' Refine Search Search Criteria Code Version Z014 FL # 15264 ALL Application Type ALL Product Manufacturer 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 Al Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications FL# Type_ Manufacturer Validated By Status FL15264-Ri Revision Ply Gem Locke 334) Bowden 800 Approved Category: Indows Windows History Subcategory: Mullions Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POc and/or the Commission if necessary Contact Us:: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Acoessibility 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 sendeJectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. 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 Department with an email address If they have one. The emails provided may be used for official communication with the licensee• However email addresses are public record. If You do not wish n supply a personal address, please provide the Department with an emailChapter 455, addressdFS which can be do made available to the public. 7o determine if you are a licensee under plea Product Approval Accepts: M = ® r Ciecift Card Safe sCcuriT%' METKIC'S r ____ .,-. , rl--,,4-,F,rr,lAinri era/nr/nr ann lst.aSox 11/29/2017 Florida Building Code Online Page 1 of 2 Eeh''£.._ ., a.- 't1y ti..,-Y L•' r /YS' y c '.. Y; _ .. a t.'BF If .. SC'roin c..c-4Y N L,,V_3`- r'- -- gp1E •.$I[{i9.-d:tltidE_!96Iona - g; Or rovalProductApp USER: Public User Product Aooroval Menu > Product or Aooliration Search > ADOlication List > Application Detail FL15264-R1 FL # Revision Application Type 2014 Code Version Approved Approved Application Status Comments Archived Ply Gem Windows Product Manufacturer 433 N. Main St. Address/Phone/Email 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 Windows Category Mullions Subcategory 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 PE-73778 Florida LicenseLi National Accreditation and Management Insttute Quality Assurance Entity Quality Assurance Contract Expiration Date 12/31/2018 Validated By Locke Bowden F6 Validation Checklist - Hardcopy Received Certificate of Independence FL15264 RI COI C0I PLY GEM SS 2015-02-19.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1710.5.3 Product Approval Method Method 2 Option B nnr, r tI acnx7naram=wGEVXQwtDgV3... 11 /29/2017 Florida Building Code Online Page 2 of 2 Date Submitted 02/19/2015 Date Validated 02/24/2015 Date Pending FBC Approval 03/01/2015 Date Approved 04/15/2015 Date Revised 10/12/2017 summary of Products FL # Model, Number or Name Description 15264 1 I Series 4700 Fin Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A other: This product does not require an impact protective system for wind borne debris region ZONE 3 or LESS. See drawing PGW130 for design pressure tables, installation details, and anchoring instructions. 1S264.2 I Series 4700 Flange Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A other: This product does not require an impact protective system for wind borne debris region ZONE 3 or LESS. See drawing PGW131 for design pressure tables, installation details, and anchoring instructions. Aluminum Mullions Installation Instructions FL15264 Rl II PGW130 SS 201S-01-02.Ddf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL15264 R1 AE PER3064 SS 2015-01-02.odf Created by Independent Third Party: Yes Aluminum Mullions Installation Instructions FL15264 R1 II PGW131 SS 2015-01-02.odf Verified By: Hermes F. Norero, P.E. Flonda P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL15264 R1 AE PER3065 SS 2015-01-02.odf Created by Independent Third Party: Yes Badc Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an WEED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant toSeddon455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must preside the Department with an email addreto ss If they have one, The ern, Aleprovided pvidethe Department w tti an email address which licensee. an be ade available However ataddresses theypublic. To detlermie if you areda licenseeo notunder ndersupply a personal address, p P Chapter 455, F.S., please dick here . Product Approval Accepts: RR M Credit • Safe tiCCUF11-% It_i'lUt:ti r. r - 11 /?_9/2017 PLY GEM WINDOWS 4700 FIN MULLION NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FBC, SECTION 1710.5.3. 2. MULLION INSTALLATION DETAILS APPLY TO PLY GEM 4700 FIN ALUMINUM EXTRUDED MULL WITH ALUMINUM ANCHOR CLIP 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 15 REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGION ZONE 4. S. USE #10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 11/2" INTO WOOD FRAMING. (SEE CHARTS & NOTES ON SHEETS 4 & 5 FOR DESIGN PRESSURE AND ANCHOR NOTES). 6. USE 3/16" 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. 2X4 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. B. SEE CHARTS & NOTES ON SHEETS 4 & 5 FOR DESIGN PRESSURE. 9. THIS MULLION IS ONLY VALID WHEN USED IN CONJUNCTION WITH APPLICABLE HORIZONTAL PLY GEM PRODUCTS. MULL SPAN 10. ALLWINDOWSUSED WITH THIS MULLION SHALL BE QUALIFIED UNDER SEPARATE APPROVAL. 11. MULLION MATERIAL: 6063-T6 ALUMINUM. 12. CLIP MATERIAL: 6063-T6 ALUMINUM 13. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS '\ TRANSOM HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE HEIGHT FOLLOWING PROPERTIES: DA. WOOD -MINIMUM SPECIFIC GRAVITY OF O.55. E B. ZCONCRETE -MINIMUM COMPRESSIVE STRENGTH OFS000 PSI. \ Z 2 C. MASONRY- STRENGTH CONFORMANCE TO ASTM C-90, MULL CLIP W/ GRADE N, TYPE 1 (OR GREATER). ANCHORS, TTvr TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION J A MULLION ASSEMBLY ELEVATIONS & NOTES 2 MULL VERTICAL S HOPE. SECTION DETAILS AND ANCHORING 3 MULLION COMPONENT DETAILS 4 HORIZONTAL MULLION DESIGN PRESSURE CHARTS 5 VERTICAL MULLION DESIGN PRESSURE CHARTS I VERTICAL T MULLIONNHEIGHTP TRANSOM HEc / 2 HEIGHT I WINDOW MULL CLIP W/ PLy GEMwiraoows 43 B9 ROCKY MOUNT,, VAll4151 PH. 540-484-6348 F%! 840-4844683 m WIDTH ANCHORS, ryP z z I UNIT Z WINDOW 0 IIV2 k-' Z HEIGHT HEIGHT o = Z 0 Z O w u J m¢ OF4¢m HORIZONTAL LU. MULL SPAN d m ui a a M HORIZONTALMULLIONFORo WINDOWWITHTRANSOMmo v J Z O O < 0 H H 3 u U 11J O+ WINDOW WIDTH Z w IHI Z \\ III I 1 MULL ANCHOTYP RS, CLIP W/ HORIZONTAL MULLION FOR SIDE - BY -SIDE WINDOWS W/ TRANSOM I Z WINDOW h HEIGHT w mm VERTICAL (TWIN) MULLION FOR a N z ' Z z z SIDE -BY - SIDE WINDOWS DWG #; Digitally signed by Hermes F Norero, P.E. P G W 13 0 Reason: I am approving this document SHEET: I Date: 2015. 01.02 13:05:38 -05'00' 1 OF 5 SHEATHING 3/4" MIN. y l h Pay GEM BY OTHERS EDGE DISTANCE ''' WINDOWS INSTALLATION ANCHOR 2X WOOD FRAME BY OTHERS TWO (2) PER ANCHOR CLIP 433 N. MASH ST.,,V BOX 559, ROCKY MOUNT, VA 24151 SEE NOTES 4 & 5 ON SHEET 1) 1 1/2" MIN. EXTERIOR FINISH EMBEDMENT PH: 540-A04-6348 FX: 540-484-6683 BY OTHERS 11/2" MIN. z m MULLION FRAME EMBEDMENT z + 11090 O ' 3/4" MIN. '- w H a o p MULLION CLIP EDGE DISTANCE ,. vi m m e 11007-2 MULLION FRAME oz p u11090 O.A. WINDOW MULLION CLIP J 11097-2 HEIGHT EXTERIOR INTERIOR 1 w Lo A VERTICAL SECTIONm Z HEAD. ZX WOOD/CONCRETE/MASONRY -- INSTALLATION ANCHOR MULL ANCHOR CLIP TWO (2) PER ANCHOR CLIP rn MULLION FRAM E ( SEE NOTES 4 & 5 ON SHEET 1) SHEATHING 11090 O.A. WINDOW BY OTHERSINTERIORWIDTHEXTERIORFINI5H EXTERIOR BY OTHERS ZVERTICALSECTIONpHORIZONTALSECTION ( 4700 FIN MULLION JAMB - ZX WOOD FRAME MULL ANCHOR CLIP w a EXTERIOR INTERIOR O.A. WINDOW 1/4"-20 TEK SCREW HEIGHT (2 EACH SIDE) Z MULLION CLIP MULLION FRAME MIP 110711/ 4"MIN. #11090 ` Q,.' I•••••., e EMBEDMENT MULLION ----- 11090 • - "'• • ` , a ' • • EXTERIOR INTERIOR = LL: EXTERIOR FINISH _ — T-CLIP Ny'; r " 11091 BY OTHERS INSTALLATION ANCHOR WINDOW FRAME i,y'• ' RO ` 1X WOODFRAMETWO (2) PER ANCHOR CLIP BY OTHERS (OPTIONAL) SEE NOTES 4 & 5 ON SHEET 1) cN T CONCRETE/MASONRY 2-1/2" MIN. m w N BY OTHERS EDGE DI5TANCE ¢ N 3 = M u Z VERTICAL SECTION E VERTICAL SECTION C D ON WG"#: T- MULLI 2 SILL- CONCRETE MASONRY P G W 13 0 MULL ANCHOR CLIP 5HEET: 2 OF a PLYbVIND0GENT 1N5 433 N. MAIN 5T., PO BOX 559, ROCKY MOUNT, VA Z4151 HORIZONTAL MULLION PHA 540-484-6348 FX: 540-484-6683 VERTICAL MULLION #11090 r 110901/4"-20 TEK SCREW Z d T- CLIP (2 EACH SIDE) Z a o 11091 r v m 3/ B" 0.165" DIA. o ¢ _ 0. 210" DIA. $ u Z ¢ w 1 I 7/ 16" 17/ 8" —I Jam— 3/ 8" 7/ B" oLu w11/ 16" 17/8" 2 5/8" +L T- d m 0 3 1/4" I it w- 1— 15/16" 4 0 T mANCHOR CLIP #11087-2 T-CLIP #11091 6063- T6 ALUMINUM Z 6063- T6 ALUMINUM O Z USED TO MULL VERTICAL MULLION o TO HORIZONTAL MULLION j U 2 7/8" _-1 z Z13/ 16 15/16" 4700 FIN MULLION (#11090) 6063- T6 ALUMINUM m mz NZ N S S N Z 0ouDWG #: PGW130 SHEET: 3 OF 5 DESIGN PRESSURE CHARTS FOR CONTINUOUS HORIZONTAL MULLION Maximum design pressure capacity chart Series 4700 Horizontal mullion, single with transom (11090) Design pressures are limited either by mullion or anchor screw or anchor clip capacity. c,y,,. L„.2 Window Transom 18.0 21.0 24.0 27.0 30,0 33.0 38.0 39.0 42.0 46.0 48.0 63.0 24.0 12.o 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 30.0 15.0 75.0 7G.0 t .0 76.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 3610 18.0 75,0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 42.0 21.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 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 64.0 27.0 75.0 75.0 1 75.0 75.0 76.0 75.0 75.0 75.0 75.0 75.0 75,0 75.0 60.0 30,0 75.0 1 75.0 1 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 74.3 66.0 33.0 76.0 1. 75.0 1 75.0 15.0 1 75.0 1 75.0 1 75.0 75.0 75.0 75.0 75.0 1 72.5 72.0 36.0 75.0 1 75.0 1 75.0 1 75.U_.l 75.0 1 75.0 1 75.0 75.0 75.0 75.0 75.0 71.0 Maximum design pressure capacity chart (pso Series 4700 Horizontal mullion, twin with transom (11090) Design pressures are limited elther b y mullion or anchor screw or anchor clip capacity. io,yi Window Transom 36.0 42.0 48.0 54.0 60.0. 60.0 72.0 78.0 84.0 90.0 96.0 106.0 24,0 12.0 75.0 75.0 75,0 75.0 75.0 75.0 75.0 71.0 61.1 52.7 43.3 32.0 30.0 16.0 75.0 75.0 75.0 75.0 75.0 75.0 67.3 57.2 49.2 42.7 35.1 25.9 38.0 16.0 75.0 75.0 75.0 75.0 75.0 67.5 56.5 47.9 41.2 35.8 29.7 21.9 42.0 21.0 76.0 75.0 75.0 73.7 68.8 58.3 48.7 41.4 35.6 30.9 25.8 19.0 48.0 24.0 75.0 72.0 65.7 60.9 57.3 51.4 4-4 n 36.4 31.3 27.2 23.0 16.9 64.0 27.0 70.0 62.1 56.3 51.9 48.5 45.8 38.5 32.6 20.0 24.3 20.7 15.2 60.0 30.0 61.8 54.6 49.21 45.2 42.0 39.5 34.9 I 29.6 25.4 22.0 18.9 13.9 66.0 33.0 55.3 4B.7 43.8 40.0 37.1 34.7 32.0 27.1 23.2 20.1 17.4 12.7 72.0 36.0 50.0 43.9 39.4 35.9 33.2 31.0 29.2 25.0 21.4 1 B.6 16.1 11.0 NOTES 1. THE DESIGN PRESSURES IN THIS CHART ARE FOR THE MULLIONS LISTED HERE WHEN USED WITH THE CLIP DETAILED IN THIS DOCUMENT. 2. FOR MULL CLIPS IN WOOD FRAMING INSTALLATION USE TWO (2) RIO WOOD SCREWS AT EACH ANCHOR CUP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 11/2" MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 3. FOR MULL CLIPS IN CONCRETE/MA50HRY INSTALLATION USE TWO (2) 3116" ITW TAPCON SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 11/4" MINIMUM EMBEDMENT INTO FRAMING, SEE SHEET 2 FOR DETAILS. 4. CHARTS APPLY ONLY TO 4700 FIN MULLION EXTRUDED MULLIONS AS SPECIFIED HERE WHEN USED TO MULL WINDOWS IN AN OVER-UNDER ORIENTATION WITH A HORIZONTALLY CONTINUOUS MULL. S. READ WINDOW HEIGHT AND MULL SPAN IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE POSITIVE AND NEGATIVE PSF. G. DESIGN PRESSURE VALUES APPLY TO MULLION WHERE TWO OR MORE WINDOWS ARE LISTED IN A SINGLE OPENING, 7. REFER TO PER 3064 FOR MORE MULLION SPECIFICATIONS. NOTES 1. THEDESIGN PRESSURES IN THIS CHART ARE FOR THE MULLIONS LISTED HERE WHEN USED WITH THE CLIP DETAILED IN THIS DOCUMENT. 2. FOR MULL CLIPS IN WOOD FRAMING INSTALLATION USE TWO (21 010 WOOD SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 Ilr MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 3. FOR MULL CLIPS IN CONCRETE/MASONRY INSTALLATION USE TWO (2) 3/I6" ITW TAPCON SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 11/4" MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 4. CHARTS APPLY ONLY TO 4700 FIN MULLION EXTRUDED MULLIONS AS SPECIFIED HERE WHEN USED TO MULL WINDOWS IN A SIDE -BY -SIDE ORIENTATION WITH CONTINUOUS TRANSOM AND HORIZONTALLY CONTINUOUS MULL S. READ WINDOW H EIGHT AND MULL SPAN IN INCHES. DESIG N PRESSURE VALUES ON THIS CHART ARE POSMVE AND NEGATIVE PSF. G. DESIGN PRESSURE VALUES APPLY TO MULLION WHERE TWO OR MORE WI N DOM ARE LISTED IN A SINGLE OPENING. 7. REFER TO PER 3064 FOR MORE MULLION SPECIFICATIONS. Y4 a T\ IF-6 IPLXawiiivooWs 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH+040-484-6348 FX!540-484-6683 m M p Z O Z#o HQ V N m VZ p w V m OZ OD Z¢maWOcInZH mro J d ui o ame-, M WF- Q0 71 N Tm m ZLL w pN. yul == uZ p U Ln DWG #: PGW130 SHEET: 4 OF 5 DESIGN PRESSURE CHARTS FOR CONTINUOUS VERTICAL MULLION Maximum design pressure capacity chart (pso Series 4700 Vertical Mullion (Twin) (11090) Design pressures are limited either by mullion oranchorscrews oranchorclip capacity 11-14 \A/;A.k /I-% 11..1 in) 24.0 18.0 75.0 21.0 75.0 24.0 75.0 27.0 75.0 30.0 75.0 33.0 75.0 38.0 75.0 39.0 75.0 5.0 5.0 48.0 75.0 53.0 75.0 30.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 5.0 75.0 75.0 38.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 5.0 75.0 75.0 42.0 75.0 75.0 75.0 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 75.0 75.0 75.0 75.0M75.0 54.0 75.0 75.0 75.0 75.0 75.0 75.0 73.0 70.3 66.7 65,7 64.9 80.0 75.0 75.0 75.0 75.0 70.0 65.9 62.5 59.9 56.0 54.7 53.3 62.0 75.0 75.0 75.0 72.2 67.1 63.0 59.7 57.0 53.1 51.3 49.1 16.0 75.0 75.0 73.0 66.7 61.8 57.5 53.6 50.4 45.7 44.0 41. 872.0 75.0 71.6 632 568 517 476 443 41.5 37.3 35.7 33. 684.0 60.6 52.2 46.0 41.2 37.4 34.3 31.8 29.7 26.4 25.1 23.3 NOTES 1. THE DESIGN PRESSURES IN THIS CHART ARE FOR THE MULLIONS LISTED HERE WHEN USED WITH THE CUP DETAILED IN THIS DOCUMENT. 2. FOR MULL CLIPS IN WOOD FRAMING INSTALLATION US E TWO (I)RIO WOOD SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 11/2" MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 3. FOR MULL CLIPS IN CONCRETE/MASONRY INSTALLATION USE TWO (2(3/16-ITW TAPCON SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 11/4" MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 4. CHARTS APPLY ONLY TO 1700 FIN MULLION EXTRUDED MULLIONS AS SPECIFIED HERE WHEN USED TO MULL SIDE -BY -SIDE WINDOWS WITH A VERTICALLY CONTINUOUS MULL. 5.. READ WINDOW WIDTH AND MULL SPAN IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE POSITIVE AND NEGATIVE PSF. 6. DESIGN PRESSURE VALUES APPLY TO MULLION WHERE TWO OR MORE WINDOWS ARE LISTED IN A SINGLE OPENING. 7. REFER TO PER 3064 FOR MORE MULLION SPECIFICATIONS. A PlyGEM WINDOWS 433 N. MAIN ST.. PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 mM H oZ < r m y E1. Q W VV7Nf o yy..1I mZ H O Z QLUH mLUHaZm LVJ NLU Q m W aW- q WF- Q0 Z 0 H Z W w j T m 7 W n QN 3 LD =Z U Z DWG #: PGW130 SHEET: 5 OF 5 PLY GEM WINDOWS 4700 FLANGE MULLION NOTES: L THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FBC, SECTION 1710.5.3. 2. MULLION INSTALLATION DETAILS APPLY TO PLY GEM 4700 FLANGE ALUMINUM EXTRUDED MULL WITH ALUMINUM ANCHOR CLIP WHEN USED TO MULL WINDOWS WITH A HORIZONTALLY OR VERTICALLY CONTINUOUS MULLION. 3. APPROVED IMPACT PROTECTIVE SYSTEM 15 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. 5. USE 010 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 11/2" INTO WOOD FRAMING. (SEE CHARTS & NOTES ON SHEETS 4 & 5 FOR DESIGN PRESSURE AND ANCHOR NOTES). - 6, USE 3/16" 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. 2X4 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. B. SEE CHARTS & NOTES ON SHEETS 4 & 5 FOR DESIGN PRESSURE. 9. THIS MULLION IS ONLY VALID WHEN USED IN CONJUNCTION WITH APPLICABLE PLY GEM PRODUCTS. 10. ALL WINDOWS USED WITH THIS MULLION SHALL BE QUALIFIED UNDER SEPARATE APPROVAL 11. MULLION MATERIAL: 6063-TG ALUMINUM. 12. CLIP MATERIAL: 6063-TG ALUMINUM 13. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD -MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 2 C. MASONRY -STRENGTH CON FORMANCE TO ASTM C-90, MULL CLIP W/ GRADE N, TYPE 1 (OR GREATER). ANCHORS,----_ TYP TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION A MULLION ASSEMBLY ELEVATIONS & NOTES 2 MULL VERTICAL & HORI. SECTION DETAILS AND ANCHORING 3 MULLION COMPONENT DETAILS 4 HORIZONTAL MULLION DESIGN PRESSURE CHARTS 0 VERTICAL MULLION DESIGN PRESSURE CHARTS HORIZONTAL MULL SPAN zE ka 2 A TRANSOM HEIGHT 2 WINDOW HEIGHT HORIZONTAL MULLION FOR SIDE -BY -SIDE WINDOWS W/ TRANSOM HEIGHT WINDOW MULL CLIP W/ WIDTH ANCHORS, g \ TYP UNIT 2 HEIGHT WINDOW HEIGHT HORIZONTAL MULL SPAN HORIZONTAL MULLION FOR WINDOW WITH TRANSOM WINDOW WIDTH VERTICAL MULLION Z HEIGHT SPAN MULL CLIP W/ 2 a ANCHORS, TYP VERTICAL (TWIN) MULLION FOR SIDE -BY -SIDE WINDOWS Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2015.01.02 13:06:22-05'00' A PLy G EMwiriDo\1/s 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-464-6348 FX; 540-484-6663 Z M m x z' H C o v Zu m m Z C) W V Ili Z C) OC' VI m Q T Z¢ W n aNLQ a E aC, H m mwa w o y-y N m lU n N 3 Q = M U Z O in V N DWG #: PGW131 SHEET: 1 OF 5 SHEATHING_ BY OTHERS INSTALLATION ANCHOR TWO (Z) PER ANCHOR CLIP SEE NOTES 4 & 5 ON SHEET 1) EXTERIOR FINISH BY OTHERS MULLION FRAME 11084 1 MULLION CLIP 11067-2 3/4" MIN. EDGE DISTANCE 2X WOOD FRAME BY OTHERS 11/2" MIN. F_ EMBEDMENT f O.A. WINDOW HEIGHT EXTERIOR v INTERIOR A1 VERTICAL SECTION L HEAD-2XWOOD/CONCRETE/MASONRY MULL ANCHOR CLIP MULLION FRAME 11084 INTERIORK=1EXTERIOR g VERTICAL SECTION Z 4700 FLANGE MULLION EXTERIOR O.A. WINDOW HEIGHT INTERIOR MULLION CLIP / V #11087-2 _/ 1 1/4" MIN. EMBEDMENT MULLION 11084 EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR WOOD FRAMETWO (2) PER ANCHOR CLIP IXIX OTHERS (OPTIONAL) SEE NOTES 4 & 5 ON SHEET 1) BY CONCRETE/MASONRY 2-1/2" MIN. BY OTHERS EDGE DISTANCE VERTICAL SECTION L SILL - CONCRETE MASONRY MULL ANCHOR CUP Ply GEMWIIVDO\VS 433 N. MAIN ST., PO BOX 559. ROCKY MOUNT, VA 24151 PH: 540AB4.6348 FX; 540-484.6683 I 11/2" MIN. I EMBEDMENT o Fro+ w m i 3/4" MIN. N H o EDGE DISTANCE 0MULLIONFRAMEIDoZ O = ,-',- 11084 Z = < o MULLION CLIP Q Z v m w 11087-2 m Z H m a d mui a INSTALLATION ANCHOR TWO (2) PER ANCHOR CLIP SEE NOTES 4 & 5 ON SHEET 1) Fw- SHEATHING p mO.A. WINDOW BY OTHERS WIDTH EXTERIOR FINISH BY OTHERS p HORIZONTAL SECTION O 2 o MULL ANCHOR CLIP H P LAJ LU y n 1/4"-20 TEK SCREW 2 EACH SIDE) Z MULLION FRAME 11084 EXTERIOR INTERIOR T-CLIP 11091 u F z N U1 '• WINDOW FRAME d N N m Z cx m Z m LLlu J C F' VERTICAL SECTION o s V Z DWG #: PGW1312T-MULLION SHEET: 2 OF 5 I HORIZONTAL MULLION VERTICAL MULLION 11084 11084 1/4"-ZO TEK SCREW T-CLIP 2 EACH SIDE) 11091 0-210" DIA. 3/8 0.165' DIA. J W/ Br 7/16" 7/8" i^— L 7/B 1 1 11/16" 11/16" 1 7/8" 2 5/8" o1/4" 16/16" 4 ANCHOR CLIP #11087-2 6063-T6 ALUMINUM T-CLIP #11091 6063-T6 ALUMINUM USED TO MULL VERTICAL MULLION TO HORIZONTAL MULLION r2 7/8" { 13/16" 1 6" I 17/16" 4700 FLANGE MULLION (#11084 6063-T6 ALUMINUM PLY G EMNINDOWS 433 N. MAIN ST.. PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540A84-634B FX: 540-484-6683 zO 1 m J#v tj Z o S sOam 9z W a ¢ vm ¢ Oo V.Hz Q m ^am o M QI I IT DWG #: PGW131 SHEET: 3 OF 5 Maximum design pressure capacity chart Series 4700 Horizontal mullion, single with transom (11084) Design pressures are limited either by mullion or anchor screw or anchor clip capacity. Height (in) Window Transom 24.0 12.0 30,0 15.0 36.0 r 18.0 42.0 21.0 46.0 24.0 54.0 27.0 60.0 30.0 66.0 33.0 72,0 36.0 DESIGN PRESSURE CHARTS FOR CONTINUOUS HORIZONTAL MULLION 18.0 75.0 21.0 75.n 24.0 75.0 27.0 75.0 30.0 76.0 33.0 75.0 1 36.0 75.0 39,0 1 75.0 1 42.0 75.13 1 45.0 75.0 I 48.0 76.0 I 53.0 75,0 75.0 75.0 75.0 75.0 76.0 75.0 I 76.0 I 75.0 I 75.0 75.0 75.0 75.0 75.0 76.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 76.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 76.0 76.0 75.0 75.0 715 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 75.0 75.0 75.D 75.0 75.0 75.0 75.0 74.3 75,0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 72.5 75.0 1 75.0 I 75.0 75.0 75.0 75.0 75.0 75.0 I 75.0 75.0 75.0 71.0 Maximum design pressure capacity chart (psO Series 4700 Horizontal mullion, twin with transom (11084) Design pressures are limited either by mullion or anchor screw or anchor clip capacity. Height (in) Unit Width (In) ^ winaow ransom dD,u 1- 75.0 75.0 75.0 75.0 74.6 63.4 54. M710.7 8.3 28. 86.0 24.0 72.0 76.0 75.0 75.0 75.0 75.0 71.7 60.1 51.0 43.29.4 21.7. 078,0 76.0 75.0 75.0 75.0 75.0 75.0 73.2 80.2 50.4 42.6 36.24.9 18. 321075.0 75.0 75.0 73.7 63.3 52.0 43.6 36.9 31-21.7 15. 948.0 24.0 75.0 72.0 657 60.9 55.9 45.9 364 326 2819.2 14.164.0 270 70.0 82.1 66.3 51.8 48.5 41.1 34.4 29. 17.3 12.760.0 30.0 61.8 54.6 492 462 420 37.3 31.2 26.4 22.15.8 11. 666033.0 55.3 48.7 43.8 40.0 37. 5.14.5 10.772.0 36.0 50.0 43.9 3.4 22.3 13.5 9.9 NOTES 1. THE DESIGN PRESSURES IN THIS CHART ARE FOR THE MULLIONS LISTED HERE WHEN USED WITH THE CUP DETAILED IN THIS DOCUMENT. 2. FOR MULL CLIPS INWOOD FRAMING I NSTALIATION USE Two (2) M10 WOOD SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A I IW MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 3. FOR MULLCLIPS IN CONCRETE/MASONRY INSTALLATION USETWO (2) 3116' ITW TAPCON SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1114- MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 4. CHARTS APPLY ONLY TO 4700 FLANGE MULLION EXTRUDED MULLIONS AS SPECIFIED HERE WHEN USED TO MULL WINDOWS IN AN DYER -UNDER ORIENTATION WITH A HORIZONTALLY CONTINUOUS MULL S. READ WINDOW HEIGHTAND MULLSPAN IN INCHES. DESIGN PRESSURE VALUES ON THIS CHARTARE POSITIVE AND NEGATIVE PSF. 6. DESIGN PRESSURE VALUES APPLY TO MUWONWHERETVO OR MORE WINDOWS ARE LISTED IN A SINGLE OPENING, 7. REFER TO PER 3055 FOR MORE MULLION SPECIFICATIONS. NOTES 1. THE DESIGN PRESSURES IN THIS CHART ARE FOR THE MULLIONS LISTED HERE WHEN USED WITH THE CLIP DETAILED IN THIS DOCUMENT. 2. FOR MULL CLIPS IN WOOD FRAMING INSTALLATION USE TWO (2) #10 WOOD SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 itr MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 3. FOR MULL CUPS INCONCRETE/MASONRY INSTALLATION USE TWO (2)3/16'W TAPCON SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TnO ACHIEVE A 11/4" MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 4. CHARTS APPLY ONLY TO 4700 FLANGE MULLION EXTRUDED MULLIONS AS SPECIFIED HERE WHEN USED TO MULL WINDOWS IN A SIDE -BY -SIDE ORIENTATION WITH CONTINUOUS TRANSOM AND HORIZONTALLY CONTINUOUS MULL. S. READ WINDOW HEIGHT AND MULL SPAN IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE POSITIVE AND NEGATIVE PSF. 6. DESIGN PRESSURE VALUES APPLY TO MULLION WHERE TWO OR MORE WINDOWS ARE LISTED IN A SINGLE OPENING. 7. REF ER TO PER 3065 FOR MOR E MULUO N SPECIFICATIONS. 11 PLyGEM WINDOI VS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-404-6348 FX: 540-484-6663 Z n w ZYkvZ 7 OLUQH ?M v'• 3 T V LLomv Z O O o- m Z a H maotnLU ?aZm W p < m L a CCanT I CO v / 1--I Zo l W W Z 0 N TCocoZ J N Lv Z cc nc LI- i2lN 3u` =s QZ 0 o v Dw& #: PGW131 SHEET: 4 OF 5 DESIGN PRESSURE CHARTS FOR CONTINUOUS VERTICAL MULLION Maximum design pressure capacity chart (pst) Series 4700 Vertical Mullion (Twin) (11084) Design pressures are limited either by mullion or anchor screws or anchor clip capacity I I..II IAII.4FF. n-N in) 18.0 75.0 21.0 75.0 24.0 75.0 27.0 75.0 30.0 75.0 33.0 75.0 36.0 75.0 39.0 75.0 42.0 75.0 45.0 75.0 48.0 75.0 53.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0R54. 75.0 76.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 73.0 70.3 6E3.6 66.7 65.6 64.5 60.0 75.0 75.0 75.0 74.6 68.3 63.3 59.3 56.1 5 51.4 49.8 47.9 2.0 75.0 75.0 75.0 69.6 63.6 58.9 55.1 52.0 4 47.4 45.8 43.9 6.0 75.0 75.0 67.7 60.9 55.6 51.3 47.9 4511 40.6 39.3 37.3 8.0P72.o 75.0 71.9 63.6 67.2 52.1 48.1 44.8 42.1 38.1 36.5 34.6 74.0 639 56.5 60.7 46.2 42.5 39.5 37.1 35.0 33.3 31.9 30.0 4.0 62.2 45.0 39.7 35.6 32.4 29.7 27.6 25.8 24.3 23.1 22.0 20.5 NOTES 1. THE DESIGN PRESSURES IN THIS CHART ARE FORTH E MULLIONS USTED HERE WHEN USED WITH THE CLIP DETAILED IN THIS DOCUMENT. Z. FOR MULL CLIPS IN WOOD FRAMING INSTALLATION USE TWO (2) #10 WOOD SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 11/2' MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 3. FOR MULLCLIPS IN CONCRETE/MASONRY INSTALLATION USETWO(2)3115'rrw TAPCON SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE Al 1/4" MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 4. CHARTS APPLY ONLY TO 4700 FLANGE MULLION EXTRUDED MULLIONS AS SPECIFIED HERE WHEN USED TO MULL SIDE -BY -SIDE WINDOWS WITH VERTICALLY CONTINUOUS MULL S. READ WINDOW WIDTH AND MULL SPAN IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE POSITIVE AND NEGATIVE PSF. 6. DESIGN PRESSURE VALUES APPLY TO MULLION WHERE TWO OR MORE WINDOWS ARE LISTED IN A SINGLE OPENING. 7. REFER TO PER 3065 FOR MORE MULLION SPECIFICATIONS. a If-, Pay GEnnWIND04YS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6346 FX: 540484-6663 z m yI(DJ- U, o=LL 7 m O w nCOzam H pZLU 2 W V) 7- 0 H z LU LU 0 N T m' 41 oN 3K0 =2 vz o p IQ I LO DWG #: PGW131 5HEET: 5 OF 5 Florida Building Code Online Page 1 of 1 Aorda dj*r FltiEsr-,t ter. Product Approval USER: Public User Product Aooroval Menu > Product or Application Search > Application List Search Criteria Refine Search 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 Search Results FL# Appncanons Type Manufacturer Validated By Status FL12194-R5 Revision Aluminum Cat gory: oils, Inc. Locke Bowden Approved Histo Subcategory: Soffits a ..•fie.c .., rn> enc andlor the Commission if necessary. Approved by DBPR Approvals cry worn-- uo 1 contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 nrressibility Statement :: Refund Statement The State of Florida is an WEED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Under Florida law, email addresses are public records. It you do not want your e-mail address released iuestions5eto a laseponiic-records, request, do not tact 850,487.1395.-Pursuantto electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any q P Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if theyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supplyapersonaladdress, please provide the Department with an email s address Fswhich can be dick made available to the public To determine if you are a licensee under Chapter 455, Product Approval Accepts: cLtircA Credit • Safe recur e nc777 , httDS://www. floridabuiLding.org/pr/pr_app_Lst.aspx 11 /29/2017 Florida Building Code Online Page 1 of 2 i 10 Or* Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL12194-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street. Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r 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 FL12194 PS COI At C15001 2 Evaluation Report 2014 FBC 04 T4 Soffits - FINALodf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 .1986 Equivalence of Product Standards Certified By Sections from the Code ki-i-mc- / Aenmw f1r,ririahiiilciing.org/Dr/Dr app_dtL.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 ry of Products FL # Model, Number or Name Description 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Installation Instructions FL12194 R5 II ALC15001 2 Evaluation Reoort 2014 FBCApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes 04 T4 Soffits-FINAL,odf Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: YesDesignPressure: +80/-90 Other: See Evaluation Report for limits of use. Evaluation FL12194 R5 AE Reports 15001 Z Evaluation Report 2014 FBC 04 T4 Soffits - FINAL.odf Created by Independent Third Party: Yes Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone' 850-487-1824 The State of Florida is an AA/EEO employer. r^^y^^ht 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 sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant toSection455.275(1), Florida Statutes, effective October i, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if e a licensee undertheaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish nder supply a personal address, please provide the Department with an email addresss , hick candickbe madehere available to the public To determine if you aryh Chapt 55, plea Product Approval Accepts: Credit Safe sccvrif+t1=TR%es https://www.floridabuiLding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk... 11 /29/2017 SoF'p-I r— a L; TECHNICAL SERviCES, L,L.0 EVALUATION REPORT Manufacturer. Manufacturing: Quality Assurance: SCOPE Category: Subcategory: Code Sections: Properties: ALUMINUM COILS, INC. 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcdilsinc.com Tampa, FL Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL33647 813) 480-3421 FLORIDA BUILDING CODE 6 "EDITION (2014) PRI Construction Materials Technologies (QUA9110) Panel Walls Soffits 1404.5.1,1710.9.4 Wind Resistance Issued August 27, 2015 REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (rST1577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (fST5878) ACIX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (fST5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS 1. This report is not for use in the HVHZ 2. Design wind loads shall be determined in accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shag prevail. 5. Installations shalt 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 WV 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. ALCI5001 FL12194-R3 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEKTechnicalServices, H C. 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. CFEEK TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION ALUMINUM COILS, INC Soffits 1611 Q4 Soffit Preformed nominal 0.01354nch thick, 3105 H-14 aluminum soffit anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /iin.ft for the 'full vent configuration and 11.1 in2/lin.ft and for the 'center vent configuration. See Appendix D for dimension drawings. 16- FU V-HT 76' CENTER-YEE 16SLID PANE1 1211 T4 Soffit Preformed nominal 0.01354nch thick, 3105 H-14 aluminum soffit panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent configuration and 4.2 in2/iin.ft for the 'center vent configuration. See Appendix D for dimension drawings. 7Y M11f VENT 17, CfWER VENT 1 'gin PAN`t ALC15001 FLt2194- 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 evaluationreportdoes. not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREED TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, ING Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida BuildingCode5t' Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. lll ltlII111'r R. p r G \G No 74021 53 STATE OF CU OR X i ON AI- CERTIFICATION OF INDEPENDENCE 2015. 08.27 07: 05:00 py. 1/MYyl AeIRHM r4 _.•-_. 04' 00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9041 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products underthis evaluation CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation Zachary R. Priest, P.E does not have, nor will acquire,. a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product APPENDICES 1) APPENDIX A —Approved Systems (7 pages) 2) APPENDIX B —installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001 FL12194-R3 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC.of any product changes or quality assurance changes throughout the duration for which this report is valid. ThisevaluationreportdoesnotexpressnorImplywarranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INSoffits TV- CWNiCAL. SIBRViCES, LLC Appendix A APPROVED SYSTEMS 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 SP'F (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 areas follows: a. 12" T4 Soffit —12-inch o.c. Fastener Fastener Location Location ALC15001 b. 12" T4 Soffit— 4-inch o.c. Fastener Fastener Fastener Fastener Location Location Location Locatlon c. 16" Q4 Soffit— 16-Inch o.c. Fastener Fastener Location Location FL12194- R3 Page 1 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 TF-CHNICAL Sr-RVICESf LLC d. 16" Q4 Soffit— 8-Inch o.o. Fastener Fastener Fastener. Location 11 ALUMINUM COILS, INC Soffits Approved. -Sstem Numbers -and Definitions 1217# I Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 124nch Overhang with J-Channel 16F-# Aeeroved Systems for 16-Inch Overhang with F-Channel iUl for 16-inch Overhang with J-Channel Approved Systems for 24-Inch Overhang with F-Channel 24F-# RVA Approved Systems for 24-Inch Overhang with J-Channel Appendix A Approved Systems for 12-Inch overhang with F-Channel Wall Connection Eave Connection MDP System yPanel Psfl No. Width Substrate F- Channel Substrate Panel Attachment Fascia Cap Attachment AttachmentOne 1 min. 316-Inch head dia. nail, One (1) mid. 3/8 x 3/8-Inch OneOne ( 1) min. 1 3/4-Inch long x 0. 072-inch dia. x min. 3/16- 12F- 1 Max, Wood min. 1.25=Inch embedment spaced Wood staple spaced 16-inch Inch head dia. trim nall 40. 0 16- Inch 24-Inch o.c. O.C. spaced 36-inch o.c. Three ( 3) min. 3/4-inch x 114-Inch One (1) min 314-Inch x 1/4-Inch One - i h min, x rrilnch long x 0. 072-inch dia, x rriin. 1/4-Inch 48 12F 2 Max. Wood crown staples in diamond pattern Wood crown staple spaced B-Inch o.c, head dia. trip nail spaced 48- 64.2 16= inch spaced 24-inch o.c, and securing each panel lap inch o.c. Max. One (1) 14 ga. 5/8-Inch long T nail One ( 1) min 3/4-inch x 114-inch . nx114-iInch One ( 1) min. 1 3/4-Inch long x 0. 072-inch dia, x min. 114-inch 46 12F- 3 16-Inch Masonry spaced 8-inch o.c, Wood crown) spaced o.c. and securing each panel lap head dia, trip nail spaced 48- 64.2 Inch o.c. ALC15001 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 qualityassurancechangesthroughoutthedurationforwhichthisreportIsvalid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addre§sed herein. 2of7 FL12194-R3 CREEK TF-CHNICAL SI=RVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Ch'annei Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Three (3) min. 3/4- Inoh x 1/4-Inch crown. One (1) min. x 112-Inch One (1) min 3n h x One (1) min. 1 314-inch long x 12J-1 Max. 16-Inch Wood staples in diamond long x 3/8-Inch head diameter screw spaced 16-inch o.c. Wood staple1/4-inch crown staple 0.072-inch die, xmin. 1/4-inch head dia, trip nail spaced 48- 48 64.2 pattern spaced 24- connecting soffit to J-channel spaced 8-inch o.c.. Inch o.c. Inch o.c. Approved Systems for 16-Inch overhang with. F-Channel Wall Connection Eave Connection System Panel MDP No. Width psfl Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga. 114-inch crown x One (1) train. 1.75 inch x Ddiameter 16F= 1 Max. Masonry One (1) 14 ga. 5/8-Inch long T nail WO°d 1-inch leg staples spaced max. Hall with min. 3/16- finishingngnail53.3 12- Inch spaced max. 8-Inch o.c. 4-inch o.c. and securing each Inch head spaced panel lap 12-Inch o.c. One ( 1) 18 ga. 1/4-inch crown x One ( 1) min.'1.75-Inch x Max. Three (3) 18 ga.1/4-Inch crown x 1- staples spaced max. 0.072-inch diameter 16F 2 12- Inch Wood inch leg staples in diamond pattern Wood Inc hocleg 4-Inc.. and securing each 4finishing nail with min. 3/16- t53.3 spaced 16-Inch o.c. panel lap Inch head spaced 12- Inch o.c. Max. One ( 1) 3/8-inchhead die. nail, min. One (1) min 3/8-Inch x 3/8-inch One (1) min. 1 3/4-Inch long x 0.072 Inch dia. x ruin. 1617- 3 16- Inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3116- inch head dia. trim nail 25. 6 Inch o.c. O.C. spaced 36-Inch o.c. Max. Three ( 3) min. 314-inch x 1/4-Inch One (1) min 3/4-Inch x 1/4-Inch One ( 1) min. 1 314-Inch long x 0.072-Inch dia..x min. 1/4- 27 16F 4 16-Inch Wood d- crownstaplesindiamondpattern Wood crown staple spaced 8-in.ch o.c. inch head dia. trip nail spaced24-inch spaced 48-inch o.c. ALC1. 5001 FL12194-R3 - Page 3 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. P, CREEK TECHNICAL. SERVICES, LLC. ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width Psi) Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga, 1/4-inch.crown x One (1) min. 1,75-inch x diameterflng16F-5 Max. Masonry One (1) 14 ga. 5/8-Inch long T nail Wood 1-Inch leg staples spaced 4- finishing Hallll with min. 3/16- n 43,3 16-Inch spaced 8-Inch 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-Inch x 0.072-inch diameter 16F-6 Max. 16-inch Wood Inch leg staples in diamond pattern Wood 1Inch leg staples spaced 4- Inch o.c. and aeach finishing nail with min. 3/16- 43.3 spaced 16-Inch o.c. panell lap Inch head spaced 16- Inch o.c. Approved Systems for 16-inch overhang with J-Channei Wail Connection Eave Connection System Panel MDP No. Width Psfl Substrate J- Channel Attachment Substrate Panel Attachment Fascia Cap Attachment One ( 1) min. 1 3/4-Inch Max. Three ( 3) min, 314-inch x 114-inch One (1) min 3/4-Inch x 114-Inch long x 0.072-Inch dia. x 16J- 1 16- Inch Wood crown staples In diamond pattern Wood crown staple spaced 8-Inch o:c. min. 1/4-Inch head dia, trip spaced 24-Inch o.c.. nail spaced 4.8-inch o.c. ALCI5001 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 duratibn 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 TF-c"NICAL SERVICES, LLG 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 Psfl Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/4-inch NormNominal 1x2N crown x 1-inch leg Three (3) 18 ga.1/4- SYP anchored to staples spaced 12-inch D.G. s'ecuring One (1) 18 ga. 1/4- 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 Inch crown x1-inch 0.072-inch diameter finishing Hall with min. 801-90 12-Inch diamond pattern 1) min. 2.25- Inch x 7d ring One (1) min. 1.75-Inch leg staples spaced 8- C. inch oc 3116-inch head spaced spaced 16-inch o.c, chinch ailshanknail x 0.072-Inch diameter 12-inch o.c. finishing nail with min. 3/16-Inch head spaced 4- Inch O.C. One ( 1) 18 ga.1/4-inch crown x 1-Inch leg Nominal 1x2 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.. 072-inch diameter 801 24F- 2 12- Inch Wood smooth shank roofing nail spaced rafterwifh one 1) 7d x 2.25- One (1) min. 1.75-inch Wood leg staples spaced 8- finishing Hall with min. 3116- inch head spaced 76.6 16- inch o.c. inch ring shank x 0.072-inch diameter inch O. 12- inch o.c. nail 24-inch o.c. finishing nail with min. 3116- inch head spaced 4- Inch o.c. One ( 1) 18 ga.1/4-Inch crown x 1-inch leg Nominal 1x2 staples spaced No. 2 SYP 12-Inch o.c. securing One (1)18 ga. 1/4- One ( 1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F- 3 12- Inch Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail With min. 76.6 spaced 8-Inch o.c. 1) 7d x.2.25- One (1) min. 1.75-Inch Inch o.c. 311. 6-inch head spaced Inch ring shank x 0.072-Inch diameter 12-Inch o.c. nail 24-Inch o.c. finishing nail with min. 3/ 16-Inch head spaced 4- inch o.c. ALC15001 FL12194-R3 Page 5 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, LLG ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection MD'P System Panel psfl No. Width Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap AttachmentAttachment One (1) 18 ga.1/4-inch No minal 1x2 crown x 1-inch leg staples spaced Three (3) 18 ga.1/4- No.2 SYP 12-inch o.c. securing One (1) 18 ga.'1/4- One (1) min. 1.75-Inch x Max. inch crown, x 1-inch anchored to rafter with one each panel lap Wood inch crown x 1-Inch le staples aced 8- g p p 0.072-inch diameter finishing nail with min. g 801.60 24FA 16-Inch Wood leg staples in diamond pattern 1) min. 2.25- One (1) min. 1.75-inch inch o.c, and securing 3116-Inch head spaced spaced 16-Inch o.c. Inch x 7d ring 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.1/4-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 x 11 ga. anchored to each panel lap Inch crown x 1-Inch 0.072-inch diameter 24F-6 Max. Inch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 16-inch roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-Inch Inch o.c, and securing 3/16-inch 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 4-inoh o.c: Ono o) 18 ga.1/4-Inch crown x 1-inch leg Nominal 1x2 staples spaced No.2 SYP 12-inch o.c, securing One (1) 18 ga. 1/4- One (1) min. 1.75-Inch x One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0..072-inch diameter 24F-6 Max. Masonry inch long T nall rafter with one Wood leg staples spaced 8- finishing hall with min. 801-60 16-Inch spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-Inch Inch o.c. and securing 3/16-inch head spaced 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 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, LLG of any product changes or quality assurance changesthroughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. GREED TECHNICAL SERViCES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width Psf) Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap AttachmentAttachment Nominal 1x2 No.2 SYP scabbed between rafters with one (1) min. 2.26-Inch x 7d One (1) 18 ga.114-inch Nominal 1x2 No.2 SYP Three (3) 18 Ong shank nail straight -nailed through crown x 1'-inch leg p pstaples aced One (1) min. 1.75-Inch anchored to ga.1/4-inch crown the.rafter into the end 12-Inch pa securing each panel lap One (1) 18 ga.'/s- One fi 0.072-inch diameter 24J-1 Max. rafter with one x 1-inch leg of the batten or two (2) Wood crown x 1-inch finishing nail with min. d:60 12-inch 1) min. 2.25- staples In diamond min. 2.25-Inch x 7d One (1) min. 1.75-inch leg staples spaced 3/16-Inch head spaced inch x.7d ring pattern spaced.l6- ring shank'nails toe- x 0.0.72-inch diameter 8-Inch o.c. 12-inch o.c. shank nall inch o.c, nailed on either side of finishing Hall with min. 24-inch o.c: the batten at each batten/rafter 311 8-Inch -head spaced intersection. Max. 4-Inch o.c. rafter spacing is 24-Inch o.o. Nominal 1x2 No.2 SYP scabbed between rafters with one (1) One (1) 18 ga.1/4-inch Nominal 1 x2 min. 2.25-inch x 7d Ong shank nail crown x 1-inch leg No.2 SYP Three (3) 18 straight -nailed through staplesles spacedpp 12- e ch securing One (1) 18 ga.'/ c- Inch x 1-Inch One (1) min. 1.75-inch anchored to ga.1/4-inch crown the rafter into the end each panel lappa crown x 0.072-Inch diameter 24J 2 Max. rafter with one x 1-Inch leg of the batten or two (2) Wood leg staples spaced f.(nishing nail with min. d:53.3 16-inch. 1) min. 2.25- staples in diamond min. 2.25-Inch x 7d One (1) min.1.75-inch 8-inch o.c' and 3/16-inch head spaced Inch x 7d ring pattern spaced 16- ring shank nails toe- x o.072-inch diameter securing each. panel 16-inch o.c. shank Hall Inch o.c, na iled'on either side of the batten at each finishing nail with min. lap 24-inch o.c. batten/rafter 3/16-inch head spaced Intersection. Max. 4-Inch o.c, rafter spacing is 24-Inch o.c. ALCI6001 FL12194-R3 Page 7 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 B INSTALLATION Note - Refer to .the APPROVED SYSTEMS section of this report for additional Installation details of d selected system and maximum design pressures limitations. No. I Installation Detall 12F-1 & 12F-3 Min. 3%'8" headdi.a. nail with min. 194" engagement(fbr wood substrate) or min.. 0-097" dia. T-nail or stub nail with min.. 'Q%Q" .eingagefnent(for concrete or block substrate),, spaced as noted above. ASCIA .SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) CHANNEL Wood, Co ,c _ or Dlauk 'W FASCIA LIP 1/4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" 0. C. PAINTED S.S. 1 3./4" TRIM NAIL MIN. 5 NAILS PER 12" PIECE. SOFFIT & FASCIA DETAIL ALCI5001 FL12194-R3 Page 1 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality 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 ate not specifically addressed herein. CREEK TECFINICAL, SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail i SOFFIT STAPLEsT`" 0OPENRAFTER I , DIAMOND PATTERN 3/4" x 1 /4" u DETAILCROWNSTAPLES' 3'W USING A DIAMOND trvcc+! STMI.ES I PATTERN FACIA BOARD i FASCIA CAP 12 F-2 3/4" X 1/4" CROWN 1jTRIM NAILFACIA BOARD S" STAPLE ON CENTER P" F" PAINTED S.S. 4B" FASCIA CAPCHANNELCANBE 1-3/4" TRIM NAILINSTALLEDWITHTHEO.O. 3/4" NAILING FLANGE UP OR X 1/4" DOWN CROWN STAPLE SOFFIT —max. 12.-inch span WOOD S SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 2of12 This evaluation report Is provided for State of Florida product approval under Rule 61020-3. 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 311; , SOFFIT STAPLE OIST 1 E3/v t DIAMOND PATTERNi ; DETAIL. FACIA BOARD XTVCVil 3TAKXS 11 3/4" X 1/4" CROWN STAPLE "24" ' ON CENTER USINQ A DIAMOND PATTERN FASCIA CAP 12J-1 flul 3/4" X 1/4" CROWN FACIA BOARD STAPLE "8" ON CENTER 1-3/4" TRIM NAILL—CHANNEL 1-3/4" TRIAL NAIL PAINTED S.S. screwed to soffit PAINTED S.S. 413withonall) :1116 x FASCIA CAP 1W x 3/B" head O.C. diameter screw, 3/4" X 1/4" CROWN STAPLE SOFFIT —max. 12-inch span SOFFIT WOOD OR 6LOCK SOFFIT 8G FASCIA SUBSTRATE D ETAI L 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 SERVICBS, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail 1'><" TRIM NAIL FASCIA BOARD PAINTED S,S. FASCIA CAP SOFFIT CROWN STAPLE OPEN RAFTER FASCIA BOARD 14 BA 5/B" 1•IIAB 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO'SOFFIT L FASCIA DETAIL P" CHANNEL SOFFIT; MAX: 16" SPAN HASONRY' SUBSTRATE ALC16001 FL12194-R3 Page 4 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 dUrati.on for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attrlbutes that are not spebiflcally addressed herein. CREEK TECHNICA1, SmvicBS, LLC No. I Installation D'etall Min. :;/e'" head di.a. nail with min. lti" engageinent'(for wood substrata) or min. 0..09'7" dia. T-nail or stub nail with min. 5/61'• engagement(f-r opn:orete or block oupstrate) , 'apAbed as. noted above.. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 I I I II \."F" CHANNEL Wood, Concrete or 1310e1c. W; 4// STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" 0. C. FASCIA LIP 1 /4 INT 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 TI~CHNICAI- SERVICES, LLC System No. I Installation Detail 16 F-4 3/4" X 1 CROWN S USING- A PATTERN F" CHANNEL CAN BE INSTALLED WITH THE NAILING FLANGE UP OR DOWN WOOD SUBSTRATE' OPEN RAFTER FACIA BOARD FASCIA CAP 3/4" X 1/4' CROWN STAPLE "a" ON CENTER 1-3/44" TRIM NAZI PAINTED S.S. 48." O.C. SOFFIT -'max.. 16=inch span ALUMINUM COILS, INC Soffits Appendix B 3/8, JCrWM SOFFIT STAPLE DIAMOND. PATTERN L I ; DETAIL 9/ STAPLES 1 1-3/4" TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD• FASCIA CAP 3/4" X 1 /4" CROWN STAPLE SOFFIT & FASCIA D ETAI L ALC15001 FL12194-R3 Page 6 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 orqualityassurancechangesthroughoutthe. 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 spebifically addressed herein. CREEK TECHNICAL SF-RVICES, LLC ALUMINUM COILS, INC Soffits Appendix B Sy,§tern No. Instailatlon Detail I I" TRIM NAIL FASCIA BOARD PAINTED S,S, FASCIA CAP SOFFIT CROWN STAPLE OPEN RAFTER FASCIA BOARD 11"Ye CROWN SOFFIT & FASCIA STAPLES USIIIO.A DIAMOND DETAIL PATTERNi REFER TO 1617-2 & SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL REFER TO SO \ TO SOFFIT FASCIA / 3. DETAIL i3 F" CHANNEL r 31H' SOFFIT: MAX. 16" SPAN WOOD \ / SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC16001 FL12194-R3 Page 7 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 spebifically addressed herein.. CREEK TECHNICAL. SERVICES, LLC System No. I Installation Detail 16J-1 ALUMINUM COILS, INC Soffits Appendix B OPEN RAFTER Olsr i 3/4s , SOFFIT STAPLE DIAMOND PATTERN LD ETA] L I I I FACIA BOARD ' aErr ruu:++/I sr nts i i 4" X 1/4" CROWN STAPLE "24" CENTER USING •A DIAMOND PATTERN FASCIA CAP 3/4" X 1/4" CROWN FACIA BOARD STAPLE "8" ON CENTER- 1-3/4" TRIM NAIL WNEL 1-3/4" TRIM NAIL PAINTED SS, PAINTED S.S. 48" FASCIA CAP O.C. 3/4" X 1%4" CROWN STAPLE SOFFIT --max. 16-inch span. SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D E'AI L ALCI5001 FL12194-R3 Page 8 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes'throughout the: 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. r CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Ingtallati0ti Detail 1 TRIM NAIL FASCIA BOARD PAINTED S.S. 1"ae CROWN' FASCIA CAP SjAPLES SOFFIT USIHO A DIAMOND PATTERN; REFER TO 1"x}" CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1" TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 1-x}CROWN STAPLE FASCIA CAN REFER TO SOFFIT 6 FASCIA / \ DETAIL 8„ Homindl SYP I 37B' Batten Anchored to SOFFIT; MAX.14' F-CHANNEL RalEers with one Id Ring Shank Nall at every Rafter / WOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALGI5001 FL12194-R3 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3.. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid'. This evaluation report does not express nor Imply warranty,. installation, recommended use, or other product attributes that are not spebifically addressed herein. CREEK ALUMINUM COILS, ffit T»CHNICaL.SIGRv1CI S,. LLC Appendix B System No. Installation Detail 1 i" TRIM NAIL FASCIA BOARD PAINTED S.S. IA" SMOOTH SHANK FASCIA CAP POOP NAILS SOFFIT i",J" CROWN STAPLE 1 TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-2 & 24F-5 1"x' CROWN STAPLE FASCiA CAP; REFER TO SOFFIT L FASCIA DETAIL Naminal 1"W SYP Batten Anchored TO SOFFIT, MAX. 24" F-CHANNEL Ralters with one Id Ring Shank. Nall at every Ranter ' WOOD SUBSTRATE ALC15001 FL12194-R3 Page 10 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orqualityassurancechangesthroughoutthedliratibnforwhichthisreportisvalid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addtessed herein. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC Appendix B System No. Installatloh Detail 1 }" TRIM NAIL FASCIA BOARD PAINTED S.S.--\ 14GA I" T-NAILS FASCIA CAP SOFFIT 1'x}" CROWN STAPLE 1 }" TRIM NAIL FASCIA BOARD ' PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-3 & 24F-6 1"x} CROWN STAPLE FASCIA CAPi REFER TO SOFFIT & FASCIA DETAIL Nominal 1"4" SYP Batten Anchored to SOFFIT; MAX. 24" F-CHANNEL Rafter: with one Id Ring Shank Nall at every Rafter MASONRY ALCI5001 FL12194-R3 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality 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 produot attributes that are not speoiflcally addressed herein, CREEK TECHNICAL, SERVICES, LLC ALUMINUM COILS, INC Soffits Append x B System No. Installation Detail 1 I" TRIM NAIL FASCIA BOARD PAINTED S.S. 1'4' CROWN FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERNI REFER TO CANTILEVERED' 1"x}" CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAIL FASCIA BOARD SOFFIT & FASCIA I%' TRIM NAIL DETAIL PAINTED 5.5. 24J-1 & 1-4" CROWN STAPLE 24J_2 FASCIA REFER TO SOFFITIT L FASCIA, DETAIL / 8 Nohflnal 1"x2"8YP batten: cabbed between rollers and SOFFITI MAX. 24" J-CHANNEL secured with one (1) 7d Ong I _ shank hall sUalght-nalled through the ranerinlothe and W000 SUBSTRATE or the batten or two (2) 7d Ong %rank nails too -nailed on _ either side of the baltern at the baltenfratler lnlersection \ / SOFFIT STAPLE DIAMOND PATTERN ALCI5001 FL12194-R3 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 orqualityassuranceohangesthroughoutthedurationforwhichthisreportIsvalid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INC Soffits TECHf-I1CAh 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 I, 11, 111, 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 e 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„1t 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 Mead Roof Height), whichever is smaller, but not less than either 40Y6 of the least horizontal dimension or 3-ft. 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 addres8ed herein. CREEK TECHNICAI- SmVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wliid'P,ressures4or:$6ffits.ini,Ex osure;Bi ;-.•.' Building:: Type Zone Mean'Y Roof Hei ht ft : Basic Wind S eed' m h ' 120 130 140 150: 160 170 180 190 200 20 16.9 19.8 22.9 26..3 30.0 33.8 37.9 42.2 46.8 25 10.9 19.8 22.9 26.3 30.0 33.8 37.9 4.2.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 4 40 18.3 21.5 24.9 28.6 3.2.5 36.7 41.2 45.9 50..8 50 19.5 22.9 26.5 30:5 34.7 39.1 43.9 48.9 54.1 Enclosed 60 2Q.5 24.0 27.8 321 36.4 41.1 46.0 51.3 56.8 Negative 20 20.8 24.4 28.3 32.5 37.0 41,7 46.8 52.1 57.8 Loads) 25 208 24.4 28.3 32.5 37.0 41.7 46.8 52:1 57.8 30 2.0..8 24.4 28.3 32.5 37.0 41,7 46.8 52.1 57.8 5 40 22.6 26.5 30.7 35.3 40.1 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 T -29.6 34.4 39.5 44.9 50.7 56.8 6.3.3 70.1 20 10.8 12- 7 16.9 19.2. 21.7 24.3 27.1 30.0 25 10.8 12.7 7 16.9 19.2 21.7 24.3 27.1 30..0 30 10.8 12.7 114. 7 7 16-9 19.2 21.7 24.3 27.1 30.0 4 40 11.7 13.8 0 18.3 20.8 23.6 26.429.4 32.5 50 12.5 14.7 0 19.5 22,2 25.1 28.1 31-3 34.7 Enclosed. 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive 20 10.8 12.7 14.7 16.9 19-2 21.7 24.3 27.1 30.0 Loads) 25 10,8 12.7 14.7 16..9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 5 40 11.7 13.8 16.0 18-.3 20.8 23.5. 26.4 29.4 32.5 50 12.5 14,7 17,0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29:5 32.9 1 36.4 ALC15001 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 dhanges throughout the d'u.ration 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 speclflbaity addressed herein. 2of4FL12194-R3 CREEK TECHNICAL SERVI'cEs, LLC ALUMINUM COILS, INC Soffits Appendix C Desi nW. ;Ind Pressures for' Soffits in Ex osureiG Building Type ;: Zone Mean Roof Hei ht ft .. Basic WInd.S eed mph), 120'... .: 130. .. 140 150 160, 170 180 190: 200 20 2.1.7 2.5.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4. 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36..9 41.9 47.3 53.1 59.1 65.5 4 40 25.0 29.4 34.1 30.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 Enclosed 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative 20 26.7 31.4 36.4 41..8 47,5 53.7 60.2 67.0 74.3 Load's) 25 27.9 32.6 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 1 45.5 51.8 58.4 65.5 73.0 80.9 5 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50,6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 20 13.9 16.3 18..9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 4 40 1.6..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 os. 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 PositiveitiveP 20 13.9 16.3 1819 21.7 24.7 27.9 31.2 34.8 38.5 Loads) 25 14.5 17.0 1 19.7 1 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.f 26.9 30.3 34.0 37.9 42.0 5 40 16.0 1.8.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 1 16.8 1 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001 FL12194-R3 3of4 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.. SIERVICES, LLC ALUMINUM COILS, ING Soffits Appendix C Desi n-Wind'Pressuresfor,Soffits,)WEx osureD. . r Buildln9.' Type ': Zone Mean Roof Hel ht ft Basic Wind S eed m h 120 130 140 150 160 170 180 190: 200 20 2 .,0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27 0 31.Q 36.7 42.1 47.9 54.1 60.6 67.6 74.9 27.9 32.8 38.0 43.6 49..6 56.0 62.8 70.0 77.5 4 29.4 34.5 40.0 45.9 52. 58.9 66.1 73.6 81.6 NZ002 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 Enclosed 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79..0 87.6 Negative 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 Loads) 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 53.0 61.3 69.2 77.5 86.4 95.7 5 40 36.2 42.5 49.3 56.6 64.4 72..7 81.5 90.9 100.7 50 37.7 44.3 51..4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69,2 78.1 87.6 97.6 108..1 20 16.7 19.5 22.7 26.0 29.6• 33.4 37.5 41.7 46.3 25 17.3 20.3 215 27.0 30.7 34.7, 38.9 43.3 • 48:0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44,8 49.7 4 40 18.8 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 Enclosed 60 20.2 23.7 27.6 31.6 35.9 40.5 45.4 50.6 56.1, Positive 20 16:.7 19:5 22.7 26.0 29..6 33:4 37.5 41.7 46.3 Loads), 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 413 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 5 40 18.8 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 1 27.5 31.6 35.9 40.51 45..4 50.6 561 ALC15001 FL12194-R3 4of4 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 TMCHNICAL, SERVICES, LLC 318" F-Channel 3/8" 3/8" J-Channel ALC15001 I--- 3/4" -- 1/8" HEM 1 5/e" T I-•—-- 318" FL12194-R3 ISOMETRIC VIEW 3/8" PROFILE ISOMETRIC VIEW 3/8" PROFILE ALUMINUM COILS, INC Soffits Appendix D 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 ohanges'throughout the, duration for whioh this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL, SERVICES, LLC 5 3/4" 7/8" 1/8" HEM 6"FASCIA 7" BLANK 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 ohariges'throughout the: duration for whioh this report Is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other prod<Jct attributes that are not specifically ad&essed herein. CREEK TECHNICAL, SERVICES, LLC 16" Q4 Soffit D." B AN.E 3 / 8 PROFILE 2.625 REF 50 TYP. 25 TYP. 0.125 TYP. I n a0000 YAOF I awrg e6maN (F CALE) LOUVERS FORMED IN SAME DIRECTION AS 11I65) 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 qualityassurancechangesthroughoutthedurationforwhichthisreportIsvalid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit 3 1/8" 7/B" 3 1/8" 5/1ti" I 1/2" 1/2" 1/2" 1/2" 1/2" 13.75" BLANK 3/8" PROFILE 2.625 REF. 50 TYP.. 25 TP. 0.126 TYP. ALUMINUM COILS, INC Soffits Appendix D ddoaod oaoo 0000aoci o0000 00000a. 000ao WIOF 10 NFR PA RN fF II I. SCAI F) LOUVERS FORMED IN SAME DIRECTION A4 RIBS) END of RP -PORT 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 changes throughout the duration for which this report is valid. Thiss evaluation report does not express nor imply warranty, installation, recommended use, or other produot attributes that are not specifically addressed herein. Florida Building Code Online Page 1 of 1 RSI0.11 r asa: Product Approval USER: Public Userdt* Product Approval Menu > Product or Apoliation Search > Application List Search Criteria Refine Search 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 A" Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL other ALL bearcn Kesums gppnacuuuo Tvoe Manufacturer Validated By EL5444-R11 Revision CertainTeed Corporation -Roofing John W. Knezevich, PECategory: Roofing 954) 772-6224 Subcategory: Asphalt Shingles w— -- onr 11—tha F—mission if necessary. Approved by DBPR. Approvals oy LWK snail be revlenev Contact US:: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.4B7,1395. *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an G 455, addressS which can d be made ham, available to the public To determine if you are a licensee under plea Product Approval Accepts: 0 ® Credft Card Safe u Cllilt\'7rt1:T1LtC'ti An.%nAf f r%ririahl Hiriino_nra/nr/or aoo lst.ascix 11 /29/2017 Florida Building Code Online Page 1 of 2 m r wr 1 f 10 Or* Product Approval USER: Public User Product Aooroval Menu > Produce or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL5444-R11 Revision 2014 Approved 0 CertainTeed Corporation -Roofing 20 Moores Road Malvern, PA 19355 610) 893-5400 mark.d.harner@saint-gobain.com Mark Hamer mark.d.hamer@saint-gobain.com Mark D. Hamer 18 Moores Road Malvern, PA 193SS 610) 651-5847 Mark.D.Hamer@saint-gobain.com Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report 66 FloridaL LLCoridaLicense Quality Assurance Entity LC Quality Assurance Contract Expiration Date 03/09/20 20 Validated By 3ohn W.Knezevich, PE U Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL5444 R11 COI 2017 01 COI Nieminen.odf Standard ASTM D3161, Class F ASTM D3462 ASTM D7158, Class H Year 2009 2009 2008 1 1— - ___ t__ i.._ Ai,I ncr,v7nAram=wGEVX0wtDQta... 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 FL # Model, Number or Name Description 5444.1 CertainTeed Asphalt Roofing 3-tab, 4-tab, strip (no -cut-outs), laminated -and architectural Shingles asphalt roof shingles Limits of Use Installation Instructions FL5444 R11 II 2017 06 FINAL ER CERTAINTEED AsphaltApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes Shingle FL5444-Rll.odf Verified By: Robert Nieminen, PE PE-59166ImpactResistant: N/A Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports FL5444 R11 AE 2017 06 FINAL ER CERTAINTEED Asphalt Shingle FL5444-R11.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road Tallahassee R. 32399 Phone: 850-487-1824 The State of Florida Is an WEED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. 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 Department with an email address Iftheyhaveone. The emails 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 underChapter455, F.S., please dick her Product Approval Accepts: Credft Card Safe LCl1I'It ic"IFtIC5 rl __: J L ..;l.l;., , nrrc /mr /mr nnn rittl acnx?naram=wGEVXQwtDgta... 11 /29/2017 S'q/YV/' LDS QIT:PJNITYI ERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #19503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 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. IABEUNs: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 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. TrinityJERD 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 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59156, Florida DC4ANE1983 The faaimile seal appearing was authorbted by Robert Nieminen, P.E on 12/0812016. This does not serve as an electronically signed document Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client 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 I 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. 5. This is a building code evaluation. Neither Trinity I 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. TRINITY1 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 5th 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 Pro a 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: EntitV 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 OBCA12702 05/27/2003 UL (TST 1740) ASTM D3161 OBCA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29947 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 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL(TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASi1Vl D3462 10CA41303 10/07/2010 UL(TST 1740) ASTM D3161 JOCA41303 10/08/2010 UL (TST 1740) ASTM D7158 IOCA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 JOCA44960 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, LLC. Evaluation Report 3532.09.05-1111 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Fi5444-R10 Revision 11: 12/09/2016 Page 2 of 12 4 TRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT20' , XT'" 25, XTTM 30 and Xi'" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia', BelmontTM', Carriage House ShangleO, Grand Manor Shangle°, LandmarkTM, Landmark'"' IR, Landmark'' Pro, Landmark'' Premium, Landmark'' TL, Landmark`' Solaris and LandmarkTM' Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGateTM is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential ShakeTM, Presidential ShakeTM IR, Presidential Shake TL7 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. 5. 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 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 Vud = 150 mph (Vag = 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 Vasd =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'") exceeds the calculated uplift force (FT) at a maximum design wind speed of Vazd = 150 mph (Vail = 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 61620-3. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R11 Certificate ofAuthorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 1Z/08/2016 Page 3 of 12 I TRINITY I ERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 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. 6.2 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. 6.2.1 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. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 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. 6.4 CT20'-, XT' 25, XTTI 30, XTT' 30 IR: ENGLISH 71 12" 12" f —.(305 mmm) .(305 mm)—{ 1" ! j"5 mm) 2 lant 1"(25 min) ( M- — 5 SIC (145 mm) 5 r/p„pk wod T METRIC fr"( 25mm) Sealant V(25 m6 Figure 113: DsefosrnaAft eceryfrdlshingle STEEP SLOPE use four nails and sir spots of asphalt roofing cement* for every full shingle (Figure 11-4). Asphalt roofing cement meeting ARTM D4586 Type His suggested. le - Roofing Cement Applyl" (25 mm) spots of asphalt roofing cement under each lab comer. Figure 114 Osefournarla and six spots ofaspbaltcsmert on steep slopes CAUTION: Excessive use of roofing cement can cause shingles to blister 6.4. 1 Hip & Ridge for CT20TM XT'm 25 XT" 30, XT"" 30 IR: Cut Shingles 1" 2' ( 5D min) Remove 25mm}r t1 l`i tl r tl 12" cap Cap 305 him) Shingle Shingle Shingie I Figure 11- 24: Cat tabs, then trtm back to make cap shingles kWish dimensions shown). 12 5 305L`I otN°pOOQ Agure 11- 25.' I=Wlahon ofarps along the hips rind ridges. 6.4. 1.1 For ASTM D3161, Class F performance use BASF "Sonolastic° NP1TM" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant, in accordance with CertainTeed requirements. Exterior Research and Design, LLC_ certificate of Autharization #9503 FBC NON-HVHZ EVALUATION Evaluation Report 3532.09.05-1111 FL5444-R10 Revision 11: 12/08/2016 Page 4 of 12 QnTRINITY ! ERD 6.5 ARCADIA—: LOW AND STANDARD SLOPE STEEP SLOPE Use SIX nails for every full shingle located as shown below. use SLY nails and FOUR spots of asphalt roofing cement for every full shingle as shown below. Apply asphalt roofing cement 1"(25 mm) from edge of shingle. Asphalt roofing cement meeting ASTM D 4$86 Type II is suggester- 1' (25 mm) t' (75 MM) + Nall Line Na0-1"(75mm) t Rs nJ Nail Line Figure 2: Use six nails for every full shingle. Figure 3: Use sLy nails mid four spots of asphalt roofing cement on steep slopes 6.5.1 Hip & Ridge for Arcadia' : Cedar Crest m, Cedar Crests" IR Use two (2), minimum 1%-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 Y.-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. For ASTM D3161, Class F performance use BASF "Sonolastic® NP1TM" adhesive or Henkel "PL° 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 dh 've between the shingle layers. a esl Hand -sealing adhesive 7 4" 1/4" 3/4" 1" Dab of asphalt cement between 1" shingle layers Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-Rll EBC NON-HVHZ EVALUATION FL5444R10 Certrficafe afAuthorizafian tf9503 Revision 11:17./08/2016 Page 5 of 12 QICT 1P."INITYIERD 6.6 6ELMONT"": Low and Standard Slope Steep Slope (greater than 21;12): 2.:12 to 21:12): Use SEVEN nails and EIGHT spots of Use FIVE nails for every full Belmont shingle, asphalt roofing cement' for every full located as shown below Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle- t eiESS ") See below_ Asphalt roofing cement meeting t 4F ASTt>r9 DA586 Type 11 is suggested. d'(16m'N 66 0M) 1112'(3''rurj 71-717- uric o Adchondi 7dl3-d 2QoQA Sir (16 mn) 6 5f8' O t'(25m 7 RoufingGwent 6.6.1 Hip & Ridge for Belmont7: 6.6.1.1 Option 1: Refer to instructions herein for Cedar Crest7, Cedar Crest— IR hip and ridge shingles. 6.6.1.2 Option 2: Shangle° Ridge Figure 17-18. Sbangle® Ridge. 1 g• Remove tape Exposure from the right side g. and fasten i SECOND Fasten the I tside Bs/s•/ RIGHT FIRST ! LEFT Figure 17-19. 117stgation ofShangle®Ridge sbingles on bips and ridges 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NPJT""' adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Evaluation Report 3532.09.05-1111 Exterior Research and Design, LLG FL5444-RID Certificate ofAuthorLmdan #9503 FBC NON-HVHZ EVALUATION Revision 11:12/08/2016 Page 6 of 17 6.7 CARRIAGE HOUSE SHANGLEm AND GRAND MANOR SHANGLE®: STEEP SLOPE LOW AND STANDARD SLOPE Use fire nails for every full Shangle. 1.. 25 min) I (25 mm) 5B" 18 16 min) (220 mm) Figure 174 Use fice nails for eteryf ell Grandhlanor Sgle, Carriage 1louse Sbangle, or Centennial Slate. TRINITY J ERD Use seven nails and three spots of asphalt roofing cement for every full Grand Manor Spangle. Use five nails and three spots of asphalt roofing cement for every full Carriage house Spangle and Centennial Slate. Apply asphah roofing cement V (25 min) from edge of shingle Figure 17-5)• Asphalt roofing cement meeting ASMI D45861)ge II is suggested. f----'--— — (25 min) Roaring Cement _1 Figure 175: Flea Installing Grand dlonor Sba)7gles on steep slopes, use seven nails and tbree spots ofaspbalt roofing cement. 6.7.1 Hip & Ridge for Carriage House Shangle° and Grand Manor Shangle: Refer to instructions herein for Shangle° Ridge hip and ridge shingles 6.8 LANDMARK`"`, LANDMARK"" IR, L.ANDMARKTPRO, LANDMARK- PREMIUM, LANDMARK- TL, LANDMARIJm SOLARISj LANDMARK TM SOLARIS IR, NORTHGATE: LANDMARK TL LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4" i2" 305 min)--t—(375 mmj-r r- (305 mmH 71" ( 25 min) Release Tape 1" (25 min)- 1 Nailable Area NorthGate: Figure 13-4- Usefour nailsforereg full sbrngle 4YIDE w4wG 12" 14314' tr 306 min P. REA .- (305 mmj--I•.-- (375 min) —-) ( ) nMM)smtls upper,.-,. Pm I r (25 n r7}--t 1' ( 25nun) Lawerr Tf L Hong neat for low and standard slkpe$ (from 2:12 to 21r12) Nat beMvn upper & bw Eras as shown above. Evaluation Report 3532.09.05-1111 Exterior Research and Design, LLC. Ft5444-RlD Certificate ofAuthorizotion #9503 FBC NON-HVHZ EVALUATION Revision 11:12/08/2016 Page 7 of 12 J1 PJNITiIERD STEEP SLOPE Use six nails and four spots of asphalt rooting cement for every full LANDMARK TL laminated shingle. See below. Asphalt roofing cement should meet Amm D4586 Type 11. apply 1" spots of asphalt roofing cement unde 13112'13" 13112=- each corner and at :about 1l" to 13' in from each edge. (343 mm) (330 mm) (343 mm) METRIC DIMENSIONS I F, 1--1--(25mm) 1"(25 mm)--4 I 305 mm) (375 mm) (305 mm) I 25 mm) Ro ng Gemenl 1"( 25 mm) I Release Tape Nail Area Figure 13 3: use six nails and fo- spots of ForSte1„ aspbdt. roo,fIngcemen 25mm} ton steep slopes 1— I'---- ( 25 and Roofino Cement STEEP SLOPE MAILING AREA t NorthGate: 19" 14" 374" 12' Nairm9 areas for steep slopes (greater than 21:12) and "Storm - Nailing" Nail between lower 2 nal fines as shown above. 6.8. 1 Hip & Ridge for Landmark-, LandmarkTM 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?/ 8" 305mm) 15 ( 250mm) 15 4 / 16' 4 lis" 125mm) (125mm) mm.)r- ozir) T-- Notchfor Cerderfng 12' ff Smm)L the hesforAlignmenti/o pEdge of the Previousi 5'(125mm)Exposure (180n English Dimension Shadow Ridge — Exterior Research and Design, LLC. certficate of AuthoraaVon #9503 FBC NON-HVHZ EVALUATION Centering 131/ 4° rr N 337mm) tchesforAlgnmeattto75/8' the Top Edge dthe Previous 1 m) Capfor5578`(%mm) ExposureL \— I MetricDimension Shadow Ridge'" Evaluation Report 3532.09.05-1111 FL5444-R10 Revision 11: 12/08/2016 Page 8 of 12 i I PJNITi IERD 9 27t'L 1 tE {ta3 rnm) 131/8" 4--(333 mm — Cer`sn Ndsh (f 6 5/66 5/8' I 068mm)f 168 mm) 337mtn) f Centering Alignth: se / 13114' Notch ` M% htstotop 751B' (337mm) i odgeof {19Sntrt} t Align these 7 5/8' pm; laus roury notches to top (194 mm) edge of I previous course.Y . NorthGate Ridge NorthGate Accessory 305mR) Laing Notch Figure 13-20.Use layingnotcies to center shingles on lips and rutges, and to badethe conect exposure 6.8. 1.2 For ASTM D3161, Class F performance use BASF "Sonolastic° NPI " adhesive or Henkel "PL° Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8. 1.3 Option 2: Referto instructions herein for Cedar Crest'", Cedar Crest' IR hip and ridge shingles. EEvaluation Report 3532. 09.Q5-R11 Exterior Research and Design, LLC. FBC NON-HVHZ EVALUATION FL5444R1 Ce caYe ofAuthorizotian r19503 Revision 11:12/08/2016 Page 9 of 12 TRINITY" I ER® 6.9 PRESIDENTIAL SHAKE—, PRESIDENTIAL SHAKE'rm IR, PRESIDENTIAL SHAKE TLm, PRESIDENTIAL SOLARISTM: LOW AND STANDARD SLOPE - For low and standard slopes, use five nalls for each full Presidential shingle as shown below.. Nailing t ---= 40' ---- Guide tines (1016 ntm) 5 114' 133 mm) 141w 1 1!Z' 38 min) (362 NOTE Apply nails on painted guideline. Figure 16-6 FasteningFresidentfrd andFresidentfai71 Shake shingles on loin and standardslopes STEEP SLOPE: For steep slopes, use nine nails for each full Presidential shingle and apply 1' diameter spots of asphalt roofing cementunder each shingle tab. After applying 5 nails in between the nailing guide lines, apply 4 nails 1' above tab cutouts malting certain tabs of overlying shingle cover nails T V diameter asphalt roofing cement Figure 16-7.. FastaringFresaenlid and Presidential IM Shake sbingirs orl steep slopes. 6.9.1 Hip & Ridge for Presidential Shake', Presidential Shaker IR Presidential Shake TLTM Presidential Solaris' : 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 97/8' x 131/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastice NP1" 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 1 HATTERjAs"m: LOW, STANDARD AND STEEP SLOPE: Flgura F5.3: FaslarringRallems Shingles on lam and Siandard Slopes For low and standard slopes, use hit nails for each full Hatteras shingle as shorn above 25 mm)I rw. 15-4: FIsleaiag llauerasShingies on Steep sloper For steep slopes, we fire nails and eight spots of asphalt rooting cement for each hdl naueras shingle as shown aboe. Apply I- 25mm) dinnieier spots of roofing cement (AMI D 4586lge n suggested) under euh tab corner. Press shingle Into place; do not expose cement. UIMON: Too much roofing cenicat can cause shingles to blister. C Evaluation Report 3532.09.05-Rll Exterior Research and Design, LL FBC NON-HVHZ EVALUATION FL5444-MO CerffcnteofAuthorrzotion#..o503 Revision 11: 12/OS/201 Page 10 of 12 6.10.1 Hip & Ridge for Hatter2ST : 6.10.1.1 Option 1: Accessory for Hatteras Figure 15-14.• 18 three piece units separate to make 54"Hatterasdacessory sbinghm 6.10.1.2 Option 2: Cut Hatteras Shingles 9" 230 mm) I I I I I I 1 Cap Cap Cap Cap Shingle Shingle Shingle Shingle i TRINITY I ERD Fas< NV ( mm)'` gosh is" {203mm) • s a ml 460 min) I 240c Figure 15-20 CutRaiteras shingles to make cover Cap. Figure 1521. Installation of caps along hips and ridges. 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolasticm NPI—" adhesive or Henkel "PL° Polyurethane Roof & Flashing Sealant, in accordance with CertainTeed requirements. 6.11 HIGHLAND SLATE, HIGHLAND SLATE"" IR: LOW AND STANDARD SLOPE wow Po) r wa rao a 3Ie' Mpmi-Dade requires SLCwls (hm.rm'k i'(25mm) indallnluverunler --.i. adoutass4v"n} Figms 113: Use MEnadsforecsry Hrgbkmd .Slate sLtngle. STEEP SLOPE Use FIVE nails and BIGHT spots of asphalt roofing cement* for each fill Highland Slate shingle. For trriaml Dade, SIX nails are required. Apply 1' diameter spots of asphalt roofing cement under each tab cornet Asphalt roofing cement Meeting ASTM D4586 Type Il is suggested. R5emi Dadetsgd- SIXrm9s :nee§ inst3bd o mnlsr alaAaz sho-n go 1734 t75e HU nails and eight spots ofavpbalt roofing cement rsnder each fah COMM- CADTIONe Excessive use of roofing cement can anise shingles to blister. 6.11.1 Hi & Ridge for Highland Slate' Highland Slate' IR: Refer to instructions herein for Cedar Crest', Cedar Crest7i IR or Shangle Ridge"" hip and ridge shingles. Exterior Research and Design,LLC. Evaluation Report 3532.09.05-1111 FBC NON-HVHZ EVALUATION FL5444-R10 Certificate afAuthoriza6an #9503 Revision 11.1Z/08/2016 Page 11 of 1Z 6.12 LOW AND STANDARD SLOPE Use FOUR nails for every full shingle located as shown belotiv mt 1' on 156 MM) Ti {33nm) (iflcun) l l Q TRINITYIERD STEEP SLOPE Use FOUR nails and four spots of asphalt roofing cement for every full shingle Ls shown below. Asphalt roofing cement meeting AMYI D4586 Type D is suggested Apply l' (25 mm) spots of asphalt roofing cement as shown. CALMON. Excessive use of roofing cement can cause shingles to blister. o-VB' I t'(as—j rtssa,}— Aocnep Cementr 12JIX +f+ t3-JF. -•-j— MIN-4 rMnA r rtn) 6.12.1 Hip & Ridge for Patriot'"': Refer to instructions herein for Cedar Crest—, Cedar Crest" IR, shadow RidgeT", NorthGate or Shangle RidgeTM hip and ridge shingles. 7. LABELING: 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. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1111 Certificate of Author¢at on #9503 FBC N ON-HVHZ EVALUATION FL5444-R10 Revision 11:12/08/2016 Page 12 of 12 Florida Building Code Online Page 1 of 1 FOR Or Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List Refine Search Search Criteria Code Version 2014 FL# 15216 ALL Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL compliance MethodP Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description LL ALL Approved for use in HVHZ ALL Approved for use outside HVHZ Impact Resistant ALL Design Pressure ALL Other ALL FL# Tvoe Manufacturer Validated By Status FL15216-R2 Revision Intel -Wrap, Inc. John W. Knezevich, PE Approved Category: Roofing (954) 772-6224 History Subcategory: Underlayments aen ,., r,a anc and/or the Commission if necessary. Contact :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an A.YEEo employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Acrnssibility 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 sendelectronicmallmthisentity. instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the. Department with an email addreto ssif unication they have one. The emails roe providedmay theused for official commDepartment withanemailaddresswhidrh the Iran be made available icensee. However artaddresses the public To de publicltermieif you am a licenseerd. Ifyoudonothunder - supply a personal address, p P Chapter 455, F.S., please dick here_. Product Approval Accepts W ® IR M Credit Safe ecu rity AI E TELI 1., 4-+- / /,Anx„A, fir,ririahl IildinQ.orq-/Dr/ Dr_aw—Lst.aspx 11 /29/2017 Florida Building Code Online Page 1 of 2 1 aff BCIS Site Map Links Search BQS Home ? Log In User Registration 1 Hot Topra Submit Surcharge Stats & Fads ; Publintions ; FBC St ` 1 , Or* Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL15216-R2 r Application Type Revision Code Version 2014 Application Status Approved Comments Archived El Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 5S1) 574-2939 mtupas@interwrap.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/Email 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 Validation Checklist - Hardcopy Received Certificate of Independence FL15216 R2 COI 201501 COI Nieminen.odf 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 r 1507.9.3 1507.9.5 T1507.8 httnc- //www.floridabuiLdinR.org/pr/pr_app_dtL.aspx?param=wGEVXO_wtDgv3... 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 FL # Model, Number or Name Description 15216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Installation Instructions FL15216 R2 II 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216- Approved for use in HVHZ: No Approved for use outside HVHZ: Yes R2.odf Verified By: Robert Nieminen PE-59166ImpactResistant: N/A Design Pressure: N/A Created by Independent Third Party: Yes Other: See ER Section 5 for Limits of Use. Evaluation Reports FL15216 R2 AE 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216- R2 Ddf Created by Independent Third Party: Yes Badc Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright J007-2013 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 sendeledronicmailtothisentity. 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 Department with an email address iftheyhaveone. The emails 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 underChapter455, F.S., please dick here . Product Approval Accepts: sl. curity %thrklcy i,ti-nc• / /",,A/W flnririahililding-org/Dr/Dr aDD dtl.aspx?Param=wGEVXQwtDgv3... 11 /29/2017 EXTERIOR RESEARCH & DESIGN, LLC. R Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 TRUN[TY ERD OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT tvaluation rtepori i4uDlu.uz-.i- t- Interwrap, Inc. FL15216-112 32923 Mission Way _ Mission, BC4 Date of Issuance: 02/17/2012 Revision 2: 04/27/2015 Canada 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: 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 I 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. 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 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4ANE1983 The facsimile seal appearing vras authorized by Robert Nieminen, P. E. on 04/27/2015. This does not serve as an electronically signed document signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinityi 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. Trinityi 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. 5. This is a building code evaluation. Neither Trinity I 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. i TRINITYERD 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 1507.23, 1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3, 1507.9.3,1507.95 on Heating 1507.23, 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 20D5 1507.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Enti Examination Reference Date ITS (TSf1509) Physical Properties 100539395COQ 006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ7002 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. 5. LimiTATIONS: 5.1 This is a building code evaluation. Neither Trinity 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. 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: TABLE 1: RoOF COVER OPTIONS Asphalt Wood Shakes Slate or Underlayment Nail -On Tile Foam -On Tile Metal & Shingles Simulated Slate Shingles RhinoRoof U20 Yes No No Yes 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. Evaluation Report 140510.02.12-R2 Exterior Research and Design, LLC FLISZ16-RZ Cer*ccte of Authorization ##9503 Revision 2: 04/Z7/2015 Page 2 of 3 QiTRINITYI 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 priorto 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. 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 61G20-3 OA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc: ETL/W arnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Evaluation Report 140510.02.12-R2 Exterior Research and Design, LLC. FL15216-R2 Certificate of Authorization #9503 Revision 2: 04/27/2015 Page 3 of 3 Florida Building. Code Online Page 1 of 1 r S FLONICA 0®ORTIRCM OF 'i _ . Business 8 rProfessional Regulation - NftE' aiwt l oawc u Itnm esmrn?+5 Florida e Product Approval c r r USER: Public User Product Aooroval Menu > Product or Application Search > Application List Refine Search Search Criteria 16S68 Code Version 2014 FL# ALL Application Type ALL Product Manufacturer ALL Category ALL ALL Subcategory Compliance Method ALL Application Status ALL Quality Assurance Entity Contract Expired ALL Quality Assurance Entity 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 Other Al Searcn tcesurr FL# r+ Tvoe Validated By Status Manufacturer Steven M. Urich, Approved MILLENNIUM METALS INC. PEFL16568- Revision R1 Category: Roofing Subcategory: Roofing Accessories that are an Integral Part of the (717) 317-8454 History Roofing System by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. . Approved by DBPR. Approvais ontact Us :: 2601 Blair Stone Road Tallahassee FL 323_99 Phone: 850-467-1824 ht 2nm->m a State of Florida.:: Privacy Statement :: n ce ibility Sta m nt :: Re nd - to m ntTheStateofFloridaisanAA/EEO employer. ''-^"^--- --- 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 sento d electronic mail to this entity. Instead, contact the office by phone or by traditional man. if you have any questions, please Deparontacttment mentwith an . *Pursuantss Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with o erpail address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If You do not wish to supply a personal address, please provide the Department with Chapter 455, address 5 ,vplease click cohere •ade available to the public To determine If you are a lirsnsee under Product Approval Accepts: It Credt Card safe mar, Ict arny 11/30/2017 Florida Building Code Online Page 1 of 2 1 {^ 1 1 k FLCFIOA OiPARiM6M 6F y, - _ t ` r L.s i Business 8 Prafessionaf Regulatron Florida - a Product Approval I USER: Public User 6•CLSL' ECG, CN-rrsFarJlo= Product Aooroval Menu > Product or Application Search > Avoliotion List > Application Detail FL # FL16568-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MILLENNIUM METALS INC. Address/Phone/Email 1333 HAINES STREET EXP JACKSONVILLE, FL 32202 877)358-7663 tmccogan@aol.com Authorized Signature James Buckner jimmy@cbuckinc.net Technical Representative Tonya Steele 10200 Eastport Road Address/Phone/Email Jacksonville, FL 32218 904) 358-8366 tonyac@mmi2000.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 96 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed James L Buckner, P.E. @ CBUCK, Inc. the Evaluation Report PE-31242 Florida License Keystone Certifications, Inc. Quality Assurance Entity Quality Assurance Contract Expiration Date 09/22/2026 Steven M?Urich, PE Validated By Validation Checklist - Hardcopy Received Certificate of Independence FL16568 R1 COI Cer a ndeo.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 1..1. _ 11 /30/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Method 2 Option B Date Submitted 03/02/2015 ' Date Validated 03/02/2015 Date Pending FBC Approval 0 5/2015 Date Approved 04//15/2015 FL # Model, Number or Name 16568.1 "MMI-21 Off Ridge Vent Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/-75 Other: Refer to evaluation report for conditions and limitations of use. Refer to manufacturer's installation instructions as a supplemental guide. 16568.2 I MMI-2B off Ridge Vent 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 evaluation report for conditions and limitations of use. Refer to manufacturer's installation instructions as a supplemental guide. Description Steel off ridge vent for shingle roofs mechanically attached to Plywood Deck. V, 6', 8', 10' Nominal Lengths Installation Instructions FI16568 R1 II 01 MMI-2 OffRidgeVent-ASTME330- Steel EVALREPORT.odf Verified By: James L Buckner, P.E. @ CBUCK, Inc. P.E. 31242 Created by Independent Third Party: Yes Evaluation Reports FL16568 R1 AE 01 MMI-2 OffRidoeVent-ASTME330- Steel EVAIREPORT.Ddf Created by Independent Third Party: Yes Steel or Aluminum Off Ridge vent with Detachable Baffle for shingle roofs mechanically attached to Plywood Deck. 4', 6', 81, 10' Nominal Lengths Installation Instructions FL16568 R1 II 02 MMI-2B OffRidoeVenr-TAS 100 EVALREPORT.odf Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. 31242 Created by Independent Third Party: Yes Evaluation Reports FL16568 RI AE 02 MMI-2B OffRidgeVent-TAS 100 EVALREPORT.Ddf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an WEE-0 employer. Copyright 2007-2013 State of Florida.:: privacy Statement:: Arr=cribiliN Statement :: Refund Statement Under Florida law, emall addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant toer Section have n7e.IThe emails provided may used fort offidall2, licenseesmmmun mIonwith theedlicensee.NHowever email addresses are public record. If you do not wrovidetheDepartmentwithanemailashaddress supply a personal address, please provide the Department with an address55FS whichPch cavle made available to the public To determine if you are a licensee under Chapter Product Approval Accepts: h— CrddW Card Safe Specialty Structural Englneerinq CBUCK, Inc. Certificate of Authorization #8064 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 5th Edition (2014) Per Rule 61G20-3 Method: Category: Sub - Category: Product: Material: Support: 2 - B Roofing Roofing Accessories that are an Integral Part of the Roof System 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 BUCk i, No 31242 Lu ` STATE'OF FLOR10.' s Digitally stone'! by:lames L Buckner, P.E. MUCK, Inc. 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net 2015.03.0210:57:51-05'00' Specialty Strucfiural Englneerinq Manufacturer: Millennium Metals, Inc. FL #: FL 1656S.1 R1 Date: 2 / 26 / 15 Report No.,: 15-104-MM-2B-0RV-.ER_14 Page 2 of 7 ' CBUCK, Inc. Certificate clAutnonzarnon ff6uov 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 61G20-3.005 (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, e or Wood plank (min. specific gravity of 0.42) Slope: 2 : 12 or Greater FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM-2B-ORV-ER_14. CBPage 3 of 7 Speclafty ral Engine erinq CBUCK, Inc. Certificate of Authorization #8064 Struck- Performance Standards: The following test ode ascols werproduct isperformd to demonstrate n t addressed specifically in thecompliance with the intent of thecode 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 isoutsidethescopeofthisevaluationandwillbetheresponsibilityof 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 R1 Date: 2 / 26 / 15 RepNo.: 15-104MM-2B-ORV-ER_14 CE3UC y Engineering,- Page :ort 4 of 7 Spe clalty Strucf-ural EnginE+Pfinq CBUCK, Inc. Certificate of Authorization #8064 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: Height: Lengths: Fastener( s): Base Fastener: Purpose: Type: Size : Corrosion Resistance: Standard: 24" 4- 1/2" 2' , 4', 6', 8' and 10' Attaches Ridge Vent Base Flange to Deck Annular Ring Shank Roofing Nails 11 gauge x 1-1/2" Per FBC Section 1506.5 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: Application Size Standard: Asbestos - free asphalt based roof cement w/ SBS rubber 1/ 4" thick minimum Per ASTM D 3019 Type III and ASTM D 3409 FL #: FL 16568.1 R1 Date: 2 / 26 / 15 RepoEngineeringPage No.. 55of7 MM 2B-ORV-ER_14 CBUCK E ai En ineefinq CBUCK, Inc. Certificate of Authorization #8064 Specialty Structur 9 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 manufacturer's 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-213 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 1D: 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 James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # AN 1916) FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM-213-M-ER_14 C UCK Enciineering page 6 of 7 CBUCK, Inc. Certificate of Authorization #8064 SpPciafty Structural Enuneering Installation Method Millennium Metals, Inc. MMI-ZB" Off Ridge Vent with Detachable Baffle Attached to Wood Deck 4 r._ 1. /9" Profile Drawings Side View (Not To Scale) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws MMI-2" Steel Off Ridge Typical.Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws LU Detachable Baf5e -- Two piece system that shoes into lower flange of vent and secured with fasteners spaced 4" C.C. Plywood Deck Lower Slope Front) Typical Side View (Not To Scale) Higher Slope Back) FL #: FL 16568.1 R1 Date: 2 / 26 / 15 C U K En in erin Pegg 7 Report No.: 5of 7 MM-28-ORV-ER_14 Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI-2B" Off Ridge Vent with Detachable Baffle Attached to Wood Deck 1 1/2" o.c. 4" o.c. 4" o.c. Typical, Maximum Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail $ase Flange OR 1 o min. Vbbod Screws Top Plan View (Not To Scale) Typical Fastening Pattern) Nominal Lengths .- %• 4 Ft may, See -,,; • ', 6 Ft. S i 8 Ft I =OFt py t-- Detachable Baffle Two piece system that slides into lower e- flange of vent and secured with fasteners spaced 4' o.c. O Typical Fastener(s) x-11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Typical Ridge Vent Assembly Isometric View (Not To Scale) i I" C. 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. EYNORTA.NT 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 '/4" 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 cut opening should be positioned a minimum of 10" from the back flange. This allows a minimum clearance of 2-V2" from the roof to the top of the vent The vent should be centered horizontally over the opening. Table 1-1 Off Ridge Vent Installation Chart Len2th Net Free Area (sa in) Cut Out Size 4' 115 46" x 2-1/2" 6' 175 70" x 2-1/2" g+ 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 be ASTM F1667 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 A1_iW_ is aedy mailable pjal ddacbabie baffle ecru to Florida Prodad Approval Page 1 Florida Building Code Online Page 1 of 1 Stats & Facts ; Publications; FBC Staff BCLS Site Map Links Search i BCIS Home ; Log In ;User Registration i Hot Topics I Submit surcharge or 1 Product Approval USER: Public user Product Ao orovalMenu > 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 17867 FL# ALL Product Manufacturer ALL Subcategory ALL Compliance Method Quality Assurance Entity Contract Expired ALL Product Description ALL ALL Approved for use outside HVHZ ALL Design Pressure Search Results - Applications By Status FL# Type Manufacturer ynh Approved FL17867 New Lott's Concrete Products 0166 Category: Structural ComponentsSubcategory: Products Introduced as a Result of NefTechnolrogy commission if necessary. Contact Us :: 2601 Blair stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement to apublic-records request, do not send Under Florida law, email addresses are public records. If you do not want your e-mail address released in response electronic mail to this entity. instead,effective October l, 2012, licensees tensed under Chapter 45byphoneorbytraditionalmall. if you have5 F.S. nymustoproPlde the Department with nsemail address if Sot wish to ection 455.275(1), Florida Statutes, they have one. The emailsP%fro 'dmay be e theDepartmentusedfor oficiwitl cOmm an email address which unication withthetobe made available emailaddressesthe Public To detlermieif you am B licensee under supply a personal address, pChapter 455, F.S., please dick here . Product Approval Accepts: rLhs Credit• Safe cccuritF + trrx[ cs: k. r r- - — —__ /—- /__ ___ lrt' 7cr-sy 11/29/2017 Florida Building Code Online Page 1 of 2 Y •. 3 BCIS Home Log In User Registration Hot Topics 1 Submit Surcharge i Stats & Facts ; Publications ; FBC Staff i BCIS Site Map Links i Search ; Florida ti` Produ USER: ct Approval Public User Product AODroval Menu > Product or Aoolication Search > Application Us > Application Detail FL# FL17867-RO NewApplicationType Code Version 2014 Application Status Approved Comments Archived El Product Manufacturer Loa's Concrete Products Address/Phone/Email P.O. Box 77125 Winter Garden, FL 34777 407) 656-2112 precast98@aol.com Authorized Signature John 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 2 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 2 Validation Checklist - Hardcopy Received Certificate of Independence FL17867 RO COI Letter of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year ACI 318 2011 ACI530 2011 ASTM A416 2006 ASTM A615 2009 Equivalence of Product Standards Certified By Sections from the Code 1/,—n,.r flnr;rinhiiiiHina nru/Dr/ Dr anp dtl.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 Summa of Products FL # Model, Number or Name Description 17867.1 Lintel 8" Precast/ Prestressed Lintels Limits of Use Installation Instructions FL17867 RO II Installation Instructions.DdfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes Verified By: John Hoy PE 55312 Yes Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports FL17867 RO AE 8in Lintel Load Tables.odf Other: FL17867 RO AE Letter of Evaluation.odf FL17867 RO AE ouality Control Manual.odf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32322 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. 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 Department with an email address Iftheyhaveone. The emails 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 underChapter455, F.S., please dick here . Product Approval Accepts: ctha ImEMI Cred t Card kcurih 4,Ftk ` ki-f-mc• / /vnnnnr flnririAhuilding.org/Dr/Dr app_dt[.aspx?param=wGEVXQwtDgt2... 11 /29/2017 OE Lf= n 4 gi ele la tii 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,.lnc. — CA No. 26300 — (Mail): PO Box 1238 (Physical): 12620 Curley St. — Ste 105 San Antonio, FL 33576 — Ph: 352 / 588 — 5311 Fx: 3521588 — 5411 Web: www florida-enaiheer.com COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100001 BUILDING APPLICATION #: 18-10000113 BUILDING PERMIT NUMBER: 18-10000113 UNIT ADDRESS: CRAWLEY DOWN LP 3647 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: DATE: February 06, 2018 17-20-31-5VC-0000-0560 PARCEL: TRACT: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: NVR INC. DBA RYAN HOMES ADDRESS: 4307 VINELAND RD H-20 ORLANDO FL 32811 LAND USE: KENSINGTON RESERVE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3647 CRAWLEY DOWN LOOP/ KENSINGTON RESERVE LOT 56 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 ROADS -COLLECTORS N/A Single Family Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A LIBRARY CO -WIDE ORD 00 Single Family SCHOOLS Housing 54.00 1.000 dwl unit 54.00 Single Family CO -WIDE ORD Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS N/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 5,759.00 PERSONSSEMINOLEARECOUNTYISED THAT THIS IS A STATEMENT OF ROAD, FIRE/RESCUE, LIBRARY AND/OR EEDUCATIOESDUEAL THE ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS.OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS 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 iOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE I E CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: _L_,L17 Documented Construction Value: $ `W) q (p Job Address: , `` 1 c Historic District: Yes No Parcel ID• Residential CommercialTypeofWork: Newm Addition Alteration Repair Demo Change of Use Move Description of Work: ,A j q l , ) I r7l(') n __) (_ " — Plan Review Contact Person: Phone: Name Street: City, State Zip: K I Title: Fax' Email: Property Owner Information Phone: `br -- 6 q , 4 Resident of property? : 0 Contractor Information Name— t'C a.li?')t. "IPC`tt r 'r a Phone: `7t J— ) f (!D U Street: Fax: % c City, State .Zip: " (( _ ' . State License No.: 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 PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. 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 commencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 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: 5t6 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 befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. 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 willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State; Of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID gnature of Contractor/Agent Date ntra6tor/Agcnt'same J— gnatureoNotary-State of Florida Date Arglf °&e PAMELA S TERNUS Commission # GG 110622 o Expires August 7, 2021 1jEooF oa BWe'dTtwu udgetNotarySenites Contractor/Agent is Personally Known to Me or Produced ID ype of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes NO # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application 0 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No:Ll t n ecs t In) T Documented Construction Value: $ • t Job Address: Historic District: Yes No }J Parcel ID: Residential 92Commercial Type of Work: New,,K Addition Alteration Repair Demo Change of Use Mo Description of Work: Plumbing New Residential Construction Plan Review Contact Person: Khrissv or Jamie Title: Clerical _ Phone: 407-323-7515 Fax: 407-323-8954 Email: info rcapi-orlando.com Property Owner Information Name Phone: Street. Resident of property?: n c) City, State Zip: Name Advantage Plumbing, Inc. Street: PO Box 1117 City, State Zip: Sanford, FL 32772 Name: Street: City, St, Zip: Bonding Company: Address: Contractor Information Phone: 407-323-7515 Fax: 407-323-8954 State License No.: CF-0057881 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, -etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application a,. 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 subtittal. 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/Ageat Print Owner/Agent's Name w - — SignatueotNotary State of Florida DaDe Owner/Agent is Personally Known to Me or Produced ID Type of ID 2-- 247/18 Signature of Cootractor/Agent Date A. Thomas Smith Print Contractor/Agent's Name 2/7/18 Signa rre of , Votary -State of FI Data V-,, 1R" Me*ML Watcke-sr M NOTARY PUBLIC STATE OF FL.ORIDA Cattt-n# GG136889 Expires 821/2021 Contractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical [] Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg:_ _ Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps__Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads v Fire Alarm Permit: Yes No APPROVALS: ZONING: COMMENTS: Revised: ruse 30, 2015 ENGINEERING: UTILITIES: FIRE: WASTE WATER BUILDING: Permit Application s' CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address: Atz-u3y"_ LQ Parcel ID: Historic District: Yes Nog Residentiato Commercial 1 j Type of Work: Newi Addition Alteration Repair Demo Change of Use Q Move n i 1 . 1. I t Description of Work: Plan Review Contact Person: •-ra { 'f ``-- Title: 1101 Fax-.,, Email: C4Vt C'xnPhone: - g..,,,- opc- ,O l .3a Name 4\ Street: City, State Zip: i Name +-L Street: City, State Zip: Name: Street: City, St, Zip: Bonding Company: tformation Phone: Resident of property? mation Phone:. Fax: 0I- P State License No.:r 8 ArchitectlEngineer Information Phone: Fax: E-mail: 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 tli:t a separate,gagpermitmustbe :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 1 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 be done in compliance with all applicable laws regulating construction and zo „ Signature of Owner/Agent Date Print Owner/Agent's Name Signature,ofNotary-State of Florida Date ire of Contractor/Agent ry=stateofFlorida Date CHERYL D AKERS MY COMMISSION # FF9M621 EXPIRES June 05, 2020 will Owner/Agent is Personally Known to Me or Coritrii fo ,Agent is Personally Known to Me or Produced ID Type of ID - Produced ID Type of ID, BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: . FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application STATEWIDE 1-888-831-2665 3 State Cert CAC032448 iDEL-AIR NEATINa 9 AIR CONDITIONING SAWGRASS OPT POOL BATH SHOWER 3.5 / 2.0 15.0 5 9,313.00 SAWGRASS OPT STUDY 3.5 / 2.0 rv_ _ 15.0 4 J 332-60 ) SEAGATE.VERSION III _ 3.0 15.0 3 4,977.00 . m_ SEAGATE VERSION III OPT BATH 2 3.0 15.0 4 5,139.00 SEAGATE VERSION III OPT BONUS 3.5 15.0_ 6,530.00 kSEAGATE VERSION III OPT BONUS BATH 3.5 3 15.0 4 61,592.00 SEAGATE VERSION III OPT BONUS BDRM 3.5 15.0 4 1$6,702.00 SEASIDE 4.0 15.0 4 5,779.00 SEASIDE OPT OFFICE 4.0 15.0 4 5,926.00 SEASIDE OPT POWDER 4.0 15.0 5 5,901.00 SUMMERLAND 3.5 15.0 4 5,747.00 SUMMERLAND OPT BATH 2 13.5 15.0 5 5,896.00. SUMMERLAND OPT BDRM 5 3.5 15.0 5 019.00 NOTE: PRICING BASED ON NEW CODE. THE DUCT LEAKAGE TEST WAS REQUIRED TO PASS NEW CODE. Pricing valid for (6) months JOB NAME: Standard Series -Revised Page 3 of 4 Equipment to be GOODMAN 15 SEER Heat Pump Pricing includes bath duct with standard bath fans, (1) dryer vent box, (1) dryer venting through roof, programmable thermostat (TH6320U1000DAG), and a 2"d year warranty. plans with asterisk also have 2-zone damper systems. Add Price for Breakered Heat Strips, Add $35.00 for each unit. Option Price to Add 7" Range Vent, Add $150.00 each. Add Price for Combustion Air for Gas Dryers, Add $90.00 per dryer. For any interior kitchen hood that has a fan greater than 400cfm - Please add $ 475.00 for a Broan MD8TU. For any interior kitchen hood that has a fan greater than 1000cfm - Please add $ 875.00 for a Broan MD8TU and MD6S. For any interior kitchen hood that has a fan greater than 1500cfm - Special provisions must be made. Add $235.00 for increased range vent size if any makeup air is necessary. DEL -AIR must be notified of any interior hood that greater than 400cfm BEFORE rough -in. Cust Initials. jl 111 (1Rl,l l( 9Ck((02J-1} r' DESCRIPTION AS FURNISHED: Lot 56, KENSING.TON RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. BOUNDARY FOR / CERTIFIED TO: Ryon Homes/NVR Inc. 17 3.5y LOT 55 a LOT 35 PALM HAMMOCK ALLOTMENT, Lu1, PGS T04-105 PB S OO" E 62.5050' I I i I. I I I I 15.00' 11 27.05' 27.I04' LOT 0 29.0' FORM60ARD FOUNDATION O TOP OF FORMS - 27.96' U) 7.50' a 5.0' 0 0 15.00' .14.0' . `O . 21.0'. 750' 26.50' 25.50, 25.50' 10' UDL ESWT. LOT 57 P.C. OF 416.45' 1 ! J rye' o--4-------- ---------- LOT 49 ( a.D.):S 00'19'09" E 62.50' CRA yYLEY I O TYN -LOOP 50' PRIVATE R/W ) PROPOSED - RNSHED SPOT GRADE ELEVATIONS BUILDING SEfHACKS: AS FURNISHED PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS FRONT = 25T REAR = 20' PROPOSED DRAINAGE FLOW LOT GRADING TYPE A SIDE 5' FOR 40' LOTS LOT CONTAINS 7,347.* SQUARE FEET OR 41.3X SIDE = 7.5' FOR 60' LOTS PROPOSED FINISH FLOOR PER PLANS ='27.9' Q p LMNG AREA CONTAINS 2,463t.soLARE FEET SIDE = 10' FOR 75' LOTS cONC/(ANAI/PORCH CONTAINS 539E sOUARE FEET SIDE STREET = 25' CRUSETNME'YER-SCOTT ASSOC.; INC. - LAND SURVEYORS LEOM-_ Pa>L P9Wr oN Lns 5400 E. COLONIAL OR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-658-1436 F TQLD TTP. • TTPWAL V. • IRDW RIPE PJW-= . POOR Cr REVERLC ATME 0ON I® PCD. • Q CRrDRfD'CtM1'ATLRE 1. TNT IWERSrAM DOES HEREBY. CMW TINT TW SURVEY MEEM THE SrMUV DS OfpRWWC $Er FOR711 BY 111E fLom am or CR . COEREIE Ime RADIALMN. . RAD70L PR0=0AL S11R1$ M AND MAPPERS N CINPIFR OJ-17 FLORIDA ADWRSMADYE CODE POR9 10 S=M 472.=7, RDRDA STATUE AT UL . I/E' TR ./KM 4S9a 111E a D VP. . Vf1) PDMPENT 2. TMESS RRUNEP ED FROMR5 SE WD AND FUWA RAGED HE.II. MS SLMLEWPP OR COPAS ARE NOT msAFRNFDOERTY. MATRAI flVBTltl&D 70 THE Sl1RYEYDR I/MAE MAY DE OOIFR RE37RICTONSMNTWTPPAR • PENT DEODMTA EKG GLLYATCD - OF Pl1C. P®T1 Or l'UYQlRKNT • PCRMANDIT MEfFJNCIiE 1QaROli AFFECTWEASFEIENISiINTAFFECT 7M5 PROPERTY. OR 4SPIO 4. NO 1A'/DERORoL m-swR0Yi1em Il1YF am LocAnD U/1 m ormtNWSE SHOMN. fr. f . LENfEALDE FF. •: /W19® FLDR EIEVATOW NLD • NA0. a DL9t ' 13L MUILDM SEiMCM LINE S TH6 SURVEY 14 PREPARED FOR THE SOLE OWM 01 ROSE OFRTRRO m AND 9D w NOT BE Ran UPON BY ANY ODiFR emry.. RN RIONT-R-VAT Dla' -' aCNCMMARC - WE'DLUDG. DMIW90115 9OF 6..DMN PER nQ LOCATOR : DWROYIIENIS me:Rca 1 SNOLYD NDT DE USED tb REODNSINUCf..BpMOM' LIRS. 7. WAV4= ARE LASED A"WAED OUW Alm ON PEE WEE SWWN AS EASE WARM M.&) ETESMTON; F 9OMK ARE BASEDD ON NA QhW DEO,EW t£ XAL OITW CF 12M LWOPQRRAE NOW, CLFC CRNn LD`a[ f4tC VDFG VWD FEME A- CERIMXATE OF =WRQATON Ab 4M C/M . [ uCR[TE WLDCAnft P.T. PDWT OF SCALE -- 1' - 20'--1 DRAWN BY.• MLT TANGEWY P. T. • PWWXX OF TANfiFFCT MEW. @NCERTIFIEDBY. PATE ORDER Na _ ._..._ RAM$ iEMaTR PLOTPLAN f l-01-2017 4714-17 D DMT" D . Dann FORMSOARD FOUNDA110NIELEVS. 02-15-18 918-78 u • aDND aEAaD'a NORM THIS OW) WO/PROPERTY DOES NOT LIEWRHN THE ESTABUSHM 100 MW ROOD PLANE AS PER 'nRM'' 1 4 14 ZONE 7f" MAP j 12117000POF (W-28-07) W.RSCO -2L5 j ti UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 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 56 Material: Fill Reference Datum: 0 = Top of Fill Hand Auger Borings: Location of Auger Borings: Center 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: 9358748-1 Report Date: 02/17/2018 I 3,543 UES Technician Fernando Montalvo Date Tested 02/15/2018 Type of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratorv: ASTM D1557 Modified Proctor 0-4 Ft. Brown Sand; 4-6 Ft. Dark Brown 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 Fail 1 South Footing (Proposed 0-1 ft 105.4 12.2 105.5 4.4 100 Pass Footing) 2 West Footing (Proposed 9 ootipRl 105.4teshntdec 1?,2 100.6 t include this s d these items can o 10.1 I be tested as theare t95consrutted. Pass 3 P-?tyf areas were n in yis covers e a on ool nd North Footing (Propdgkftilyusinthe eve i tyoufllufote tpool lubcg andb ckfll.12.2 y 101.4 y 9. 8 96 Pass Footing) Sincerely, Universal Engi eerin Scien s, Inc. 4 Northeast Corner - 105. 4 12.2 Co1+(r3i0.lib000 49 16.3 95 Pass 5 This item has been electronically Southwest Corner signed and sealed by Manuel 105.4 12.2 102.5 9.5 97 Pass Irizarry, using a Digital Signature. Printed copies of this document are Remarks: At time of tes not considered signed and sealed avated; all tests performed on pad. 3647 Crawley and the signature must be verified on any electronic copies. If you have any questions, please do not hesitate to contact the signor or Liz Naranjo (extension 23134). Manuel Irizarry, P.E., M.E.C.E. Sr. Project Engineer -Construction Svcs STATE OF FLORIDA Professional Engineer No. 81510 ii'.•tt Ep'''WHq 4 i Manuel Irizarry eonE+o 2018.02.19 T" T` 09:13' 59-05' 00' NA,E p 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 DESCRIPTION AS FURNISHED: Lot 56, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. BOUNDARY FOR / CERTIFIED TO: Torrin S. Palmer Sr.,, NVR Inc. dbo Ryan Homes; Stewart Title Guaranty Company; NVR Settlement Services, Inc.; NVRM LOT 35 PALM HAMMOCK ALLOTMENT P8 1, PGS 104-105 S 00°18'41 E REC. 112"" I.R. REC. 112NO I Dr. 1 R 62. 50' NO I.D. I 27.05" 27.04' LOT 56 I 7. 50" cov. 29.0' CONC. 15, 00' p STORY RESIDENCE O O LOT 57 LOT55ZONEF. F.= 27.95' L QOD o CID~ If) r 3. 3'x3.3' AC PAD 364-1 C-Q A W Ltd'( COV' D. PpIr.' t 14. 0' `D 21. 0' 15.06' 7.50' BRICK T WALK BRICIC K DR. 26.- 50' 25.50 25.50' s 10' UTIL. ESMT. l61 P. C. OF 416. 45' s 6. LOT 49 o- - + 1. D. 4 I.R. ' CONC. WALK REC. 112" I.R. NO D REC, NO 1.0. 0. 1' (B.B.) S 00019'09" E 0.1' ON OFF 62. 50' 0 GQ- G CRA frIEY .DO TVN I OOP 50' PRIVATE R/W ) PROPOSED = FINSHED SPOT GRADE ELEVATIONS FRONT = Z5 PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR = 20' PROPOSED DRAINAGE FLOW V O IMPERVIOUS COVERAGE = 3,033't SQUARE FEET OR 41.3% SIDE = 5" FOR 40' LOTS FEET SIDE 7.5' FOR v LOT GRADING TYPE A F h QGyLNINGOAREA CONTAINS 2NTAINS 7,347± Q463tE SQUARE FEET SIDE = 10' FOR 75LOTS PROPOSED FINISH FLOOR PER PLANS = 27.9' QQ CONC/LANAI/PORCH CONTAINS 539t SQUARE FEET SIDE STREET = 25' CR USEYVff IYER -,SCOTT ASSOC, INC. - LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL OR. 0ILANDO, FL. 32807 (407)-277-3232 FAX (407)-658- 1436 P = PLAT PAL. • POINT ON LINE NOTES: F FIELD TYP. ` TYPICAL I. P. = IRON PIPE PR.` PONT OF REVERSE CURVATURE P.C. C. POINT OF COMPOUND CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF MAPPERS INCHAPTER5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES I.R. •IRON ROD L.M. = CONCRETE MONUMENT RAD. RADIAL PROFESSIONAL SURVEYORS AND 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VALID, SET I. R. = 1/2' IR. w/BLB 4596 N.R. - NON -RADIAL 3. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS REC. RECOVERED V.P. WITNESS POINT P.U. B. =POINT OF BEGINNING CALC. ` CALCULATED POINT PR,H • PERMANENT REFERENCE MONUMENT OR EASEMENTS THAT AFFECT THIS PROPERTY - 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. POINT OFCOMMENCEMENT4CENTERLINE FF. FINISHED FLOOR ELEVATION 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. NSD = NAIL t DISK BSL, BUILDING SETBACK LINE B.M. ENCBEARIMARKNG7. 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. R/W RIGHT-OF-WAY B.D. BASE BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) ESMT. =EASEMENT 6. ELEVATIONS, IF SHOWN, .IRE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. DRAIN. ` DRAINAGEUTIL. = UTILITY CLFC. = CHAIN LINK FENCE 9. CERTIFICATE OF .AUTHORIZATION i1o. 4596. WD.FC. WOOD FENCE SCALE — 1' a 20 — DRAWN BY: fALT C/B = CONCRETE BLOCK p,C. • POINT OF CURVATURE DATE ORDER No. p,T. = PRINT OF TANGENCY DESC. • DESCRIPTION CERTIFIED BY: PLOT PLAN 1 1-01-2017 4714-17 714 R = RADIUS L = ARC LENGTH FORMBOARD FOUNDATION/ELEVS. 02-15-18 918-18 D DELTA L = CHORD C.B. ` CHORD BEARING NORTH FINAL/ELEVS. 04-23- 18 2444- 18 THIS BUILDING/ PROPERTY DOES NOT LIE WITHIN -- -- - --- -- -'-'-----4 TO GRUSF CER, R.LS'. 1 4714 THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER "'FIRM" JAM VV. SCOTT, R.L.S j 4801 ZONE X" MAP 112117CO09OF (09-28-07) Oe Blower Door Test) R402.4.1.2 Compliance Jurisdiction: Permit #: o6 information Builder. `RJAl l Rai, eS Community: 1 e 5 tS,vC Lot: Address: Lcr7 C',r 1,E,.n /ate Unit: City: . c( State: I-2 Zip: 37-T73 Air Leakage Test Results' Passing results must be 7 ACH(soj; or less Method for calculating building volume:` x 60 _ J9 91(. _ i{,3? O; Retrieved from arc itecttaraVplabs CFM(50) Building Volume ACH(50) j@ Code software calculated WPASs FAIL O Field measured andcalculated tester initials If ACH(50) is less than 3: A ventilation system is installed in the home and has been verified by tester. (Required) 4 Certific4ation of Test Results'' R402. 4.9.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure or 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553. 993(5) or (7), F.S. or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Testing Company , Company Name: 15 Lightyears, Inc. Phone: (855) 438-1515 1 hereby verify that the above Air Leakage results are in accordance with the 5th Edition Florida Building Code Energy Conservation requirements Section R402.4.1.2, Climate Zone 1 and 2. Date of Test: I 10 Signature of Tester: Printed Name of Tester: License/ Certification #: 5l Z/ Issuing Authority: RESNET 1& t ERTIFICATE of ACHIEVEMENT THIS ACKNOWLEDGES THAT m—, I 1 am HAS MET THE STANDARDS REQUIRED BY RESNET, AS A CERTIFIED HERS RFI RFI# 516584V SIGNED, Nicholas Barry.- RESNET QAD & TRAINER PEG