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HomeMy WebLinkAbout3756 Crawley Down Lp 17-3697; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT I 9-3 097 STATEMENT NUMBER: 18100001 BUILDING APPLICATION #: 18-10000144 BUILDING PERMIT NUMBER: 18-10000144 DATE: February 20, 2018 UNIT ADDRESS: CRAWLEY DOWN LOOP 3756 17-20-31-5VC-0000-0860 TRAFFIC ZONE:022 JURISDICTION: ' SEC: TWP: RNG: SUF: PARCEL: J SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: NVR INC DBA RYAN HOMES ADDRESS: 4307 VINELAND ROAD SUITE H-20 ORLANDO FL 32811 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3756 CRAWLEY DOWN LOOP / KENSINGTON RESERVE / SFR 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 Housingg 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD Single Family Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT 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. f U( 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 DBUILDINGDEPARTMENT 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 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Dater Project Name: Kensington Reserve r Project Address 15 Building Permit 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. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Robert Lattanzi - Ryan Homes Print Name f Owner/Ten Signature of ner/Tenant Robert Lattanzi - Ryan Homes Print Nam o len. Co tra Signature of Gen. Contractor C BC 1257565 Gen. Contractor License # Scott L Easterbrook - Palmer Electric Print Name of El. Contractor ignature of El. Contractor EC0003096 El. Contractor License # JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Progress Energy Florida Power and Light on_ Rev.02/10/15) 0 THIS INSTRUMENT PREPARED BY: Name: NVR Inc. dba Ryan Homes Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 TICS OF COMMENCEMENT Permit Number: 17-3697 Parcel ID Number: 17-20-31-5VC-0000-0860 i`l-ii._'f' 0111.110Li_. i_-0L3i`•Il f 1.fI1 C;OUR7 ?. C011'T'ROLI._ER a CLERK'S ti 2018020281 Ci:t N.C:iIRii:l`it FEES ?1ij,Ciil ZECOF;.I)I_ _. E*i.t, h,davore 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 # 86 of Kensington Reserve 3756 Crawley Down Loop 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of Single Family Home Residential 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd, Suite H-20 Orlando FL 32811 Interest in property: Fee Simple Title Holder (if other than owner listed above) Name: NA 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: 6. LENDER: Name: Phone Number: Address: Amount of Bond: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Dayna Whitson Phone Number: 407-692-9820 Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811 8. In addition, Owner designates of to receive a copy of the 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. SigrWure of Owner or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager) Dayna Whitson Assistant Secretary Print Name and Provide Signatory's Title/Office) State of Florida County of Orange The foregoing instrument was acknowledged before me this day of ' .20 18 by Dayna Whitson . Who is personalty known to me [XOR Name of person making statement who has produced identification type of identification produced: TRACY LEiGH MCDONALD MY COMMISSION ## FF92501?_ Cj f rf ifxEXPIRESOctober06. 2019 v, d ilt tl Ilr CuuRr 4ur 3Je-o153 FloridallotarySpwa ecom Signature Date .-®.` . P-. Z`u DEC 18 2011 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION BY: Application No: /1- 3C0 i 1 Documented Construction Value: $ b bo IAI Z ao Job Address: 3756 Crawley Down Loop Historic District: Yes No Parcel ID: 17-20-31-5VC-0000=0860 Residential X Commercial Type of Work: New rX1 Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Vicky Otero Title: Production Admin Phone: 407-692-9820 Fax: Email: votero@nvrinc.com Property Owner Information Name NVR INC. dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd #H20 Resident of property? City, State Zip: Orlando FL 32811 Contractor Information Name NVR, Inc, dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821 City, State Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design Phone: 407-774-6078 Street: 1441 N Ronald Reagan Blvd Fax: City, St, Zip: Longwood FL E-mail: brian@abdesigngroup.com Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction nd zoning. 0 )-7 Signature of O (er/Agent Date Signature of Contractor/Agent Date Vicky Otero Print Owner/Agent's Name V 'f 4( J . i'' d 1 1 is Signature of Notary -State o Florida D to Vicky Otero Print Contractor/Agent's Name S iT=uLQ0qota tateofFlorida I k--) Date TRACY LEI(3,1-1 MCI ONALD Pity CO AMISSION 4 FF925012 , EXPIRES October 06- 20 19 k407) 308 0153 FloridaPiotarysnr:v e con, Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Rr Electrical ER Mechanical 9 PlumbingRr Gas Roof Construction Type: Occupancy Use: 3 Flood Zone: K- 5 tZ XTTACKCD Total Sq Ft of Bldg: Z.j 1 ?j Min. Occupancy Load: 13 # of Stories: Z New Construction: Electric - # of Amps 2-cx Plumbing - # of Fixtures 1$ Fire Sprinkler Permit: Yes No Z # of Heads APPROVALS: ZONING: rw UTILITIES: ENGINEERING:OA'Q (-2-26($ FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. 3S. 21. ii"p. Fire Alarm Permit: Yes No WASTE WATER: BUILDING: hr 2• 813 Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION DEC IS 2017 PERMIT APPLICATION Application No: Documented Construction Value: $ 83,586 Job Address: 3756 Crawley Down Loop Historic District: Yes No X Parcel ID: 17-20-31-5VC-0000-0860 Residential X Commercial Type of Work: New FX] 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: 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 Phone: 407-692-9820 Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821 City, State Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design 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 1j Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction nd zoning. Signature of O er/Agent Date Signature of Contractor/Agent Date Vicky Otero Vicky Otero Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date 6. TRA.CY LEIGH MCDONALD f My CGPdi+AlSSIOtd # FF925012 , io F;cR EXPIRES October OFr. 2019 1407),398 0153 Floridapiotays-ra acon, Owner/ Agent is V Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: 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: i/ 2 o WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application 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: 3756 Crawley Down Loop Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-0860 Phone Number: 407.692.9820 Email: votero@nvrinc.com The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) 6x M1i Iffp aWUi 9i i .i;aHt4 Nl Om'Nh Da ri s TM, i,u ilJ w +vn., -ret^ ii..oe OFFICIAL US.E ONLY.,". i ' Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 009O F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway E The parcel is not in the: 0 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# 17-3697 Reviewed by: Michael Cash, CFM Date: January 2, 2018 Application for Paved Driveway, Sidewalk or WalkwayIncluding Right -of -Way Use & 9 J Y Fti°$ ;D' Landscaping in Right -of -Way www.sanfordfl.gov Department of Planning 8r Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other c h jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Kmwwharabelow. 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: 3756 Crawley Down Loop, Sanford, FL 32773 2. Proposed Activity: X Driveway Walkway 3. Schedule of Work: Start Date Completion Date 4. Brief Description of work: Construction of New Single Family Home This application is submitted b Property Owner. Signature: Address: 4307 Vineland #H-20 Orlando, FL 32811 Phone: (407) 692-9850 Fax: Other: Print Name: Vicky Otero Emergency Repairs Email: votero@nvrinc.com Date: Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the 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 Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: derstand the above statement and by signing this application I agree to its terms. Date: 10/18/2017 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: Date: Date: Date: k' Z-701a Date: November 2015 How Use unveway.pot City of Sanford Kensington Reserve - Lot: 86 Address : 3756 Crawley Down Loop Permit Submittal Vicky Otero 1 407-692-9850 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 1 D 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 ermit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Lattanzi State License Number: Signature of License H STATE OF FLORIDA COUNTY OF Orange riisirdsW-M& IN May 20,2018 The foregoing instrument was acknowledged before me this day of 200 17 , by Robert Lattanzi who is personafly`known to me or who has produced as identification and who did (did not) take an oath. Notary Seal) TRACY LEIGH MCDONALD MY COMMfSSION # FF925012 F,,;.y a';. EXPIRES October 06. 20'19 i C7i 3 FloridallotarySernce cow Rev. 08.12) a `f lc Signature a6 6 1 Print or *e name Notary Public - State of t/ Commission No. PF 6 My Commission Expires: b 9 1 Gil h2017 SCPA Parcel View: 17-20-31-5VC-0000-0860 Property Record Card Daald Jvlmeon, CiA Parcel: 17-20-31-5VC-0000-0860IrpP Owner: BRISSON WEST PROJECT I LLC Property Address: 3756 CRAWLEY DOWN LOOP SANFORD, FL 32773 Parcel Information Parcel 17-20-31-5VC-0000-0860 Owner BRISSON WEST PROJECT I LLC Property Address 3756 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 Legal Description LOT 86 KENSINGTON RESERVE PB 81 PGS 86-92 Taxes Value Summary 2018 Working Values 2017 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 14,000 14,000 Land Value Ag A Just/Market Value ** 14,000 14,000 Portability Adj-- Save Our Homes Adj 0 0 Amendment 1 Adj 0 0 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 Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 14,000 0 $14,000 Schools 14,000 0 . $14,000 City Sanford SJWM(Saint Johns Water Management) I v Y $ 14,000 14,000 T $ 0 $14,000 0 $14,000 County Bonds 14,000 0 $14,000 Sales Description Date Book Page Amount Qualified Vac/Imp No Sales Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT 1 $14,000.00 $14,000 Building Information Permits Permit # I Description Agency Amount CO Date Permit Date http://parceldetaii.scpafl.org/ParcelDetaiIinfo.aspx?PID=1720315VC00000860 1/2 1011 £j2017 y SCPA Parcel View: 17-20-31-5VC-0000-0860 No Permits Extra Features Description Year Built Units Value New Cost No Extra Features http://parceldetaii.scpafl.org/Parcel Detail Info.aspx?PID=1720315VC00000860 2/2 A R C N I T E C T S SQ.FT. CALC.'S IST FLR LIVING 162 SQ FT. 2ND FLR LIVING 1125 Sa FT. TOTAL LIVING 1081 S02 Ff. ENTRY 34 5C2 FT. GAF:AGE 452 SCL FT. LANAI 140 Sa FT. TOTAL 2,513 SQ Ff. EXTERIOR MASONRY WALL DWI VE16oHiS 0 V-8' ERG. I NON-51;4 WALL CCO"IE NT AND CLAOCM WO LOADS BA C eeD EPCaM FOR S SBOO D CLUM CALL 6 BOSAIE WK/m SIZEZCeE 1B7 Lnf wroFOOTACEOEWHAMRwornNecrtr 1 112 R' IV' 04' 5 26DW-3269 2 20 306E DR 36' W. 4 3OA6/-33J6 3 Il 22 38. 63' 4 3004/-3355 4 Tl 25-514 38' 63' 5 3OD41-3355 5 TT 25-SN 38' 1 63' 4 30M/-3355 6 54 8068 SGD 98' 80' 5 28.91/-31.61 WIND DESIGN CRITERIA A. BASIC WIND 5FEED MPH (3 SECOND GU5T) ULT•150 / VASD-116 MPH B. NTER4AL PRESSURE GOEFFICENT-•J° C. RISK CATEGORY -TYPE II D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS / CLADDING PRESSURE ARE BASED ON THE Wit DESIGN WIND SPEED. FBCR °TH ED. (2014) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY CA TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. NO1E: L PRIOR TO DRTYIALL INSTALLATION CN ALL FRNIM 111315ER5 2'-0' FR)M %E ROW FLOOR ULL BE SPRAYED AND TREATED UW TORATE' A TEIiII M TREATED SPRAY E a 5 112' 2 0 — TOP. B PLATE m Am Ib' OL A CABINET SECTION 14'-0' 5' 13'-2' Xb P.T. POST 1111110. UXt4P TO 1'-8' AFF. X L3EMi t0 KATCH I I I I OOLtPN worN I I II II I I LANAI I 4'-O'x10' ILIa, -a, cLc I I II OII II II25-SN 25-SH 80685GD -- O O I I I GREAT ROOM I I DINING6'-4 x n'-° e1 a I 13'-0k La'-6' a I 6'a' aO. I ti A CABINET CROLLN GIRT' MOULD 3 4X4 P05i v bW i{ I I - I SINK if110' 4' 2' 6' 6'-10' EITCHEN 7__= m PAN 4fiH LBIW r I 'Hw RAILING. I DOry s LESUICROWwErcx n0.LDw. LAB1 a 2 5'-2' 6'-4' 8'-11' 2'-6 2'-11' .` FOYERn. 1. IL I u — X4 POST e 2—CAR GARAGE W-C x 2V-4' POWDER 6'-6• CL P^ED. jO 2 2' v o LPECPbd ) ENTRY v e ----- OI I6'-0' X T-D' 3NG 2'-,. 5'-4' S' 2'-8' 16'-0' 2'-8' 21'-4' FIRST FLOOR PLAN SCALE: 1/4 • I'-0' ELEVATION -A Dm Fm XA 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32T50 PH: 40T-TT460T8 FAX407-7744078 ebd.1l g..p— AA •: 0003325 3UBDIV. & TAT: KENSINGTON RESERVE LOT #86) MODEL• DORAL VERSION#O1) PROJECT#: 2997.000 PAGE: FIRST FLOOR PLAN ARCFQTECT-- 1 STATE OF FLORA DATE: 1.0 /2 /1.7 ISCAL.E: 1/4"=1'—O" SHEET 3 or V COAPOF6tT AND CLADCM Mo LOADB BA30 WIND EIPOMM FOR 3 BEODI D CLWM 1ARTM aIZE ZCMIM WHI VAND AGE DIB rIOFH NBWf! 2E Ess[ 24 61, 52962/- 38b30rC,", 2) 61, 5 25bV-38b S 3030-FG 36' 5 3L00/-4210 4 6 RESs 61, 5 3L06/-4103 5 5 SS 61, 4 3LO6/-3316 6 5 5' 4 3LW/-34b0 1 5 1-- fill 4 3LO6/-33.16 EURE88 2 P 48' 4 3LW/-34b0 TEMWIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=150 / VA5D=1I6 MPH B. INTERNAL PRESSl1R£ GOEFFICENT- J8 C. RISK CATEGORY -TYPE II D. EXPOSURE GATEGORY G NOTE. VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE V1 DESIGN WIND SPEED. FBCR 5TH ED. (2014) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0,6 TO MEET THE ALLOWABLE OR NOMINAL TE5TED VALUES USED BY PRODUCT MANUFACTURERS. NOTE. L PRIOR TO ORTILLALI NBTALLATION ON ALL FRAMING M IN RB 2'-0' FR'T'I TIE FIN N FLOOR WILL BE SPRAYED AND TREATED V 'BORATE' A TDIMITE TRREATED SPRAY r-------fLRBELCW ----- 1 I I I I 30'-0 0 14'_2' 1 5'-0' 4'-4' 1'-4- 5'-2' e 1'-6' 5'-10' 1 13'-4' 0 O O I EGR'E66 er` O R-ISH 60z34 BroF1 SRRA2 PM! Ie e r DBL To OWNERS SUITE 116 0. BATH m 116 p' o a I IG (cAW'Er) DBL TUD tivxV-, t CIS p(TI(TILE LAV ) LAV l i cAx En A I IR-L514 n 8' I'-8' 3'_4• 6_6. 8' 3'-10. 3-T. vi I _8. 2'-0' LO I m I 10 4.1 a I Y ffi a BEDROOM #3 e 0 r-sk m-v e-0 aATJ 3f 3yy/3 e e 1 Gl1 9 N0 .9I rATTIC riyActE in 1 Ome J a I'u lI 4-SF v wr-- Y a G v C BATA 1 9 I '' I 2. papa& TILE) i'-2' 8 O 03'_T' 6'_9' 3'_4• 2 5_0. 1_4 rs Be r Ln in 4)(8 RDST LOFT p' 4 a!: DN. (CAR- ET)' v c-. 5- 0 ST r BI-FOLDrL(D BEDROOM #Z Ip'-2kb' 4 3030-FG V-& cLO< m4ir T) 2) 3051- SH O ECGRE55 a1 2) 3051-5H O I_---------- EGRESSLINE OF -- ISTRLR BELOW 0 4'-4' 4'-4' 1'-3' 5'-3' 10'-6' 10'-10, 30'-0' SECOND FLOOR PLAN SCALE: 1/ 4 - I'-O' ELEVATION -A A R C H IT E C T S Design Grouir.. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 327W PH: 40I-'/ T4b078 407-T 7"078 abd-1pg.. p.— AA k: 0003325 I IYIV L v© vvvvvvo sUBDIP. & LOT: KENSINGTON RESERVE LOT # 86) MODEL DORAL VERSION# 01) PROTECT#: 2997. 000 PAGE: SECOND FLOOR PLAN DATE: 10/ 2/17 SCALE: 1 / 4"=1'-0" 4 or 9 RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot86Ken sin gtonReserve DoraIAGRW Builder Name: Ryan Homes 6Ui p7' LC Street: 3756CRAWLEYDOWNLOOPPermitOffice: SANFORD City, State, Zip: SANFORD , FL, 32773 Permit Number: _ C V 9 7 S`q FOR Owner: 690Jurisdiction: 150 " D Design Location: FL, Orlando County:: Seminole (Florida Climate Zone A 1. New construction or existing New (From Plans) 9. Wall Types (2290.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1120.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 823.33 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Exterior R=11.0 346.67 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1887.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1887.00 ft2 6. Conditioned floor area above grade (ft2) 1887 b. N/A R= ft2 c. R= ft2 Conditioned floor area below grade (ft2) 0 11. Ducts R ft2 7. Windows(231. 0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 377.4 a. U-Factor: Dbl, U=0.54 177.65 ft2 SHGC: SHGC=0. 31 b. U-Factor: Dbl, U=0.62 53.33 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: 1.231 ft. Area Weighted Average SHGC: 0.296 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types ( 1887.0 sqft.) Insulation Area EF: 0.950 a. Slab -On - Grade Edge Insulation R=0.0 1502.00 ft2 b. Conservation features b. Floor over Garage R=19.0 385.00 ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.122 Total Proposed Modified Loads: 57.42 PASS Total Baseline Loads: 59.84 I hereby certify that the plans and sp cifications covered by Review of the plans and FxE S,q this calculation are in compliance h the Florida Energy Code. specifications covered by this indicates AV Q calculation complianceq„'' O with the FloridaEnergyCode. F. hill r, ' ;. •::_ K PREPARED BY: ""- DATE: 12-15- 17 Scott Pratt Before construction is completed this building will be inspected for compliance with Section 553.908 7, 13 I hereby certify that this balding, as designed, is in compliance Florida Statutes. with the Florida Energy C/ii OWNER/AGE T: BUILDING OFFICIAL: DATE: DATE: T 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). 12/15/2017 9:44 AM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: Lot86Kensington ReserveDora Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1887 Lot # 86 Owner: Total Stories: 2 Block/SubDivision: KENSINGTON RESE of Units: 1 Worst Case: No PlatBook: Builder Name: Ryan Homes Rotate Angle: 0 Street: 3756 CRAWLEY DOW Permit Office: SANFORD Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: SANFORD , Family Type: Single-family FL, 32773 New/ Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp v Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1887 16039.5 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1887 16039.5 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage Main 385 ftz 19 0.13 0 0.87 2 Slab On -Grade Edge Insulatio Main 95 ft 0 756 ft2 0.45 0 0.55 3 Slab -On -Grade Edge Insulatio Main 66 ft 0 746 ftZ 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch v # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 2044 ftZ 0 ftZ Medium 0.85 N 0.85 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1887 ftZ N N 12/ 15/2017 9:44 AM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 38 Blown 1887 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar BelowoOrntToVVqI1T/pe Space 1 S Exterior Frame - Wood Main 13 40 0 8 0 320.0 ft2 2 0.25 0.9 0 2 S Exterior Concrete Block - Int Insul Main 4.1 21 0 8 8 182.0 ft2 0 0 0.6 0 3 W Exterior Frame - Wood Main 13 30 0 8 0 240.0 ftz 2 0.25 0.9 0 4 W Exterior Concrete Block - Int Insul Main 4.1 8 6 8 8 73.7 ft2 0 0 0.6 0 5 N Exterior Frame - Wood Main 13 40 0 8 0 320.0 ft2 2 0.25 0.9 0 6 N Exterior Concrete Block - Int Insul Main 4.1 35 6 8 8 307.7 ft2 0 0 0.6 0 7 E Exterior Frame - Wood Main 13 30 0 8 0 240.0 ft2 2 0.25 0.9 0 8 E Exterior Concrete Block - Int Insul Main 4.1 30 0 8 8 260.0 ft2 0 0 0.6 0 9 - Exterior Frame - Wood Main 11 40 0 8 8 346.7 ft2 0 0.23 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W 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 S 1 Metal Low-E Double Yes 0.54 0.31 8.0 ft2 1 ft 0 in 1 ft 0 in None Exterior 5 2 S 1 Metal Low-E Double Yes 0.54 0.31 15.3 ft2 1 ft 0 in 1 ft 0 in None Exterior 5 3 W 3 Metal Low-E Double Yes 0.54 0.31 30.5 ft2 1 ft 0 in 1 ft 0 in None Exterior 5 4 W 3 Metal Low-E Double Yes 0.54 0.31 9.0 ft2 1 ft 0 in 1 ft 0 in None Exterior 5 5 N 6 Metal Low-E Double Yes 0.54 0.31 16.2 ft2 1 ft 0 in 10 ft 7 in None Exterior 5 6 E 7 Metal Low-E Double Yes 0.54 0.31 5.0 ft2 1 ft 0 in 1 ft 0 in None None 7 E 7 Metal Low-E Double Yes 0.54 0.31 30.8 ft2 1 ft 0 in 1 ft 0 in None Exterior 5 8 E 8 Metal Low-E Double Yes 0.62 0.25 53.3 ft2 2 ft 0 in 1 ft 8 in None Exterior 5 9 W 3 Metal Low-E Double Yes 0.54 0.31 30.5 ft2 1 ft 0 in 1 ft 0 in None Exterior 5 10 E 8 Metal Low-E Double Yes 0.54 0.31 32.4 ft2 1 ft 0 in 10 ft 8 in None Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 452 ft2 452 ft2 48.1 ft 8.5 ft 1 12/15/2017 9:44 AM EnergyGauge® 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) 000378 1871.3 102.73 193.2 .3398 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 0 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area 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 6 377.4 ft Main 94.35 ft Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y CoolingJan Feb Mar HeatinHJan HFeb Mar Ventin Jan Feb X Mar Ceiling Fans: A r [ May APr [ May Jun [ Jul AuJXJ SeP Oct Nov rjJun[ X Jul xj Au Se Oct Nov A r [ Ma Jun [ Jul Aug SeOct HX Nov Dec Dec H Dec12/15/ 2017 9:44 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 6, Hours 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 12/15/2017 9:44 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. 3756 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. Frame - Wood, Exterior R=13.0 1120.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 823.33 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Exterior R=11.0 346.67 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 1887.00 ft2 6. Conditioned floor area (ft2) 1887 b. N/A R= ft2 7. Windows- Description Area c. N/A R= ft2 a. U-Factor: Dbl, U=0.54 177.65 ft2 11. Ducts a. Sup: Attic, Ret: Main, AH: Main R ft2 6 377.4 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.62 53.33 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 EfficiencySHGC: a. Electric Heat Pump 32.6 HSPF:8.50 Area Weighted Average Overhang Depth: 1.231 ft. Area Weighted Average SHGC: 0.296 8. Floor Types Insulation Area 14. Hot water systems a. Slab -On -Grade Edge Insulation R=0.0' 1502.00 ft2 a. Electric Cap: 50 gallons EF: 0.95 b. Floor over Garage R=19.0 385.00 ft2 c. N/A R= ft2 b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Codk compliant features. Builder Signature: / Date: Address of New Home:G-aw fell 0 LQ G City/FL Zip: 3,'13 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. 12/15/2017 9:44 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: 3756 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)(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. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 13 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)' Il 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)(f), (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: 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. 12/15/2017 9:44 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. R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 12/15/2017 9:44 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: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40oF. 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. 12/15/2017 9:44 AM EnergyGauge® USA - v5.1 - - Section R405.4.1 Compliant Software Page 3 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot86KensingtonReserveDoralAGRW Builder Name: Ryan Homes Street: 3756 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 I 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 gas keted doors. 12/15/2017 9:44 AM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 Manual, S Compliance Report ,lob: i_ot86Kensingtor,Reserv.. wrightsofts. Date:08/31/2016 Entire House By: imi DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone:407-333-2665 Fax:407-333-3853 Web: WWW.DELAIR.COM For: Ryan Homes 3756 CRAWLEY DOWN LOOP, SEMINOLE COUNTY, FL 32773 Design Conditions Outdoor design DB: 92.5°F Sensible gain: 26061 Btuh Entering coil DB: 76.5°F Outdoor design WB: 76.2°F Latent gain: 4298 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F Total gain: 30359 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: 29665 Btuh 114% of load Latent capacity: 4903 Btuh 114% of load Total capacity: 34568 Btuh 114% of load SHR: 86% Design Conditions Outdoor design DB: 42.3°F Heat loss: 23110 Btuh Entering coil DB: 69.5°F 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: 32228 Btuh 139% of load Capacity balance: 34 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1160 cfm Output capacity: 7.9 kW 117% of load Temp. rise: 50 OF Meets are all requirements of ACCA Manual S. 2017-Oct-05 14:14:35 y wrightsoft® Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1 ACCA,..veDoraIAGRW\Lot86KensingtonRes erveDoralAGRW.rup Calc = MJ8 House faces: W wrighisoft" Component Constructions, Job: L Date: 08/31/20nsingtonReserv... 31/2016 Ent/re House By: JMJ DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM For: Ryan Homes 3756 CRAWLEY DOWN LOOP, SEMINOLE COUNTY, FL 32773 Location: Orlando/Jetport, FL, US Elevation: 105 ft Latitude: 28 °N Outdoor: Heating Dry bulb (IF) 42 Daily range (°F) - Wet bulb (°F) - Wind speed (mph) 15.0 Indoor: Indoor temperature (°F) Design TD (°F) Relative humidity (%) Cooling Moisture difference (gr/lb) 93 Infiltration: 16 ( M) Method 76 Construction quality 7.5 Fireplaces Construction descriptions Wails 12C-2sw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, r-2 ext bd ins, 2"x4" wood frm, 16" o.c. stud 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board 1ntfnsh Partitions 1213-0sw: Frm wall, r-11 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Heating Cooling 70 75 28 18 30 50 0.8 45.8 Simplified Average 0 Or Area U-value Insul R Htg HTM Loss Clg HTM Gain W Btuh/ft-F W-°FBtuh Btuhlft Btu Btu h/ft= Btu n 320 0.081 15.0 2.24 718 2.34 748 e 205 0.081 15.0 2.24 459 2.34 478 s 297 0.081 15.0 2.24 666 2.34 694 w 170 0.081 15.0 2.24 381 2.34 398 all 991 0.081 15.0 2.24 2224 2.34 2318 n 291 0.201 0 5.57 1622 5.29 1542 e 174 0.201 0 5.57 969 5.29 921 s 182 0.201 0 5.57 1013 5.29 964 w 50 0.201 0 5.57 277 5.29 263 all 697 0.201 0 5.57 3881 5.29 3690 Windows 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (5.3 ft window ht, 10.67 ft sep.); 6.67 ft head ht e all 213-2fm: 2 glazing, cir 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, 1 ft sep.); 6.67 ft head ht 213-2fm: 2 glazing, clr low-e outr, air gas, mil no brk frm mat, clr innr, e 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 s ft overhang (5.08 ft window ht, 1 ft sep.); 6.67 ft head ht w all 2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, e 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.25); 11 ft overhang (6.67 ft window ht, 1.67 ft sep.); 6.67 ft head ht 2A-2om: 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=0.31); 50% drapes, medium; 1 ft overhang (4 ft window ht, 1 ft sep.); 6.67 It head ht 331 0.097 11.0 2.69 888 1.75 579 16 0.540 0 15.0 244 14.1 230 33 0.540 0 15.0 489 33.9 1107 49 0.540 0 15.0 733 27.3 1337 5 0.540 0 15.0 75 39.2 196 31 0.540 0 15.0 456 33.9 1033 15 0.540 0 15.0 228 14.3 218 31 0.540 0 15.0 456 33.9 1033 76 0.540 0 15.0 1141 29.9 2283 53 0.620 0 17.2 916 16.1 858 8 0.540 0 15.0 120 14.1 113 2017-Oct-05 14:14:35 wrightsoft® Right -Suite® Universal 2017 17.0.23 RSU23828 Page1 i CA...veDoraIAGRW\Lot86KensingtonReserveDoralAGRW.rup Calc = MJ8 House faces: W 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 31 0.540 0 1/4" gap, 1/8" thk; NFRC rated (SHGC=0,31); 50% drapes, medium; 1 ft overhang (5.08 ft window ht, 3.33 ft sep.); 6.67 ft head ht 2B-2fm: 2 glazing, clr low-e outr, air gas, mtl'no brk frm mat, clr innr, w 9 0.540 0 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (3 ft window ht, 1 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type w 24 0.390 0 Ceilings 16B-38ad:Attic ceiling, asphalt shingles roof mat, r-38 ceiI ins, 1/2" gypsum board int fnsh Floors 20P-19c: Flr floor, frm fir, 6" thkns, carpet flr fnsh, r-19 cav ins, gar ovr 22A-tpl: Bg floor, light dry soil, on grade depth n 16 0.390 0 all 40 0.390 0 1141 0.026 38.0 385 0.050 19.0 95 0.989 0 15.0 456 33.9 1033 15.0 135 39.2 353 10.8 259 12.0 289 10.8 173 12.0 193 10.8 432 12.0 481 0.72 822 1.41 1612 1.39 533 0.72 276 27.4 2603 0 0 2017-Oct-05 14:14:35 A wrightsoft® Right -Suite@) Universal 2017 17.0.23 RSU23828 Page 2 veDoralAGRW\Lot86KensingtonReserveDoralAGRW.rup Calc = MJ8 House faces: W Project Summary Job: Lot86KensingtonReserv... wrightsofte , Dater 08/31/2616 Ent/re House By: JMJ DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone:407-333-2665 Fax:407-333-3853 Web: WWW.DELAIR.COM For: Ryan Homes 3756 CRAWLEY DOWN LOOP, SEMINOLE COUNTY, FL 32773 Notes: L.S. 10-5-17 SRP Weather Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 18923 Btuh Ducts 4187 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 23110 Btuh Infiltration Method Construction quality Fireplaces Area (ft2) Volume (ft3) Air changes/hour Equiv. AVF (cfm) Orlando/Jetport, FL, US Simplified Average 0 He tin inCo18871887 15676 15676 0.50 0.26 131 68 Heating Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI Model GSZ140361 K AHRI ref 8242629 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 34 OF Backup: 8.5 HSPF 32600 Btuh @ 470F 26 OF 1160 cfm 0.050 cfm/Btuh 0.30 in H2O Input = 8 kW, Output = 27110 Btuh, 100 AFUE Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Sensible Cooling Equipment Load Sizing Structure 19982 Btuh Ducts 6079 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 26061 Btuh Latent Cooling Equipment Load Sizing Structure 3106 Btuh Ducts 1192 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 4298 Btuh Equipment Total Load (Sen+Lat) 30359 Btuh Req. total capacity at 0.75 SHR 2.9 ton Cooling Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Cond GSZ140361K Coil ASPT47D14A AHRI ref 8242629 Efficiency 12.5 EER, 15 SEER Sensible cooling 26100 Btuh Latent cooling 8700 Btuh Total cooling 34800 Btuh Actual air flow 1160 cfm Air flow factor 0.045 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrl Ih1tSOft® 2017-Oct-05 14: age 1gRight-SuiteO Universal 2017 17.0.23 RSU23828 Page 1 ACCA...veDoralAGRW\Lot86KensingtonReserveDoralAGRW.rup Calc = MJ8 House faces: W wrightsoft° Right-M Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM Job: Lot86KensingtonReserveDo... Date: 08/31/2016 By: JMJ 1 Room name Entire House Great Room 2 Exposed wall 235.0 It 47.0 ft 3 Room height 8.3 ft 8.7 ft heat/cool 4 Room dimensions 1.0 x 415.3 ft 5 Room area 1896.5 ft2 415.3 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft Load number Btuh/ftz°F) BtU Wft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-2sw 0.081 n 2.24 2.34 320 320 718 748 0 0 0 0 t_u; 13A-20cs 0.201 n 5.57 5.29 308 291 1622 1542 238 222 1236 1175 2A-2om 0.540 n 14.96 14.08 16 0 244 230 16 0 244 230 Vf/ 12C-2sw 0.081 a 2.24 2.34 240 205 459 478 0 0 0 0 11 2B-2im 0.540 e 14.96 39.23 5 0 75 196 0 0 0 0LI-G 28-0m 0.540 e 14.96 33.86 31 0 456 1033 0 0 0 0 Vl/ 13A-2ocs 0.201 a 5.57 5.29 260 174 969 921 134 102 566 538 2A-2om 0.540 e 14.96 33.86 33 0 489 1107 33 0 489 1107 2A-2omd 0.620 e 17,17 16.08 53 53 916 858 0 0 0 0 V I G 12C-2sw 0.081 s 2.24 2.34 320 297 666 694 0 0 0 0 2A-2om 0.540 s 14.96 14.08 8 8 120 113 0 0 0 0 G 2A-2om 0.540 s 14.96 14.29 15 13 228 218 0 0 0 0 W 13A-2ocs 0.201 s 5.57 5.29 182 182 1013 964 0 0 0 0 12C-2sw 0.081 w 2. 86 231 170 381 0 0 0 0 2A-2om 0.540 w 14.964.96 33.86 31 0 456 0331033 0 0 0 0 2A-2om 0.540 w 14.96 33.86 31 0 456 1033 0 0 0 0 2B-2fm 0.540 w 14.96 39.23 9 0 135 353 0 0 0 0 W 13A-2ocs 0.201 w 5.57 5.29 74 50 277 263 35 11 59 56 L-D 11DO 0.390 w 10.80 12.03 24 24 259 289 24 24 259 289 P 12B-Osw 0.097 2.69 1.75 347 331 8M 579 204 188 504 329 L-D 11 DO 0.390 n 10.80 12.03 16 16 173 193 16 16 173 193 C 16B-38ad 0.026 0.72 1.41 1141 1141 822 1612 0 0 0 0 F 20P-19c 0.050 1.39 0.72 385 385 533 276 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 756 95 2603 0 415 47 1288 0 6 c) AED excursion 0 219 Envelope loss/gain 14958 15129 4819 3698 12 a) Infiltration 3965 1303 831 273 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 2 460 Appliances/other 2630 230 Subtotal (lines 6 to 13) 1 18923 19982 1 5650 4661 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 18923 19982 5650 4661 15 Duct loads 220% 30% 4187 6079 22 % 30% 1250 1418 Total room load 23110 26061 6900 6079 Air required (cfm) 1160 1160 346 271 Calculations approved by ACCA to meet all requirements. of Manual J 8th Ed. wri htsoft" 2017-Oct=05 1'4:14:35 q A 9 Right -Suite@ Universal 2017 17.0.23 RSU23828 Page 1 veDoralAGRW\Lot86KensingtonReserveDoralAGRW.rup Calc = MJ8 House faces: W t - wrightsofth 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.DELAIR.COM Job: Lot86KensingtonReserveDo... Date: 08/31/2016 By: JMJ 1 Room name Kitchen/Dining PWDR 2 Exposed wall 35.5 ft 12.5 ft 3 Room height 8.7 it heat/cool 8.7 ft heat/cool 4 Room dimensions 14.5 x 21.0 ft 4.5 x 8.0 it 5 Room area 304.5 ft2 36.0 ft2 Ty Construction U-value Or HTM Area (ft2) 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 W 12C-2sw 0.081 n 2.24 2.34 0 0 0 0 0 0 0 0 Vt/ 13A-2ocs 0.201 n 5.57 5.29 0 0 0 0 69 69 386 367 G 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 12C-2sw 0.081 a 2.24 2.34 0 0 0 0 0 0 0 0 11 2B-2fm 0.540 e 14.96 39.23 0 0 0 0 0 0 0 0 LLL{ 2B-2im 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 W 13A-20cs 0.201 e 5.57 5.29 126 72 403 383 0 0 0 0 2A-2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 L_CC 2A-2omd 0.620 e 17.17 16.08 53 53 916 858 0 0 0 0 12C-2sw 0.081 s 2:24 2.34 0 0 0 0 0 0 0 0 2A-2om 2A-2om 0.540 0.540 s s 14.96 14.96 14.08 14.29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 s 5.57 5.29 182 182 1013 964 0 0 0 0 12C-2sw 0.081 w 2.96 0 0 0 0 0 0 0 0 2A-2om 0.540 w 14.96 33.8686 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 26-2fm 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 V+/ p 13A-2ocs 0.201 w 5.57 5.29 0 0 0 0 39 39 217 206 11 DO 0.390 w 10.80 12.03 0 0 0 0 0 0 0 0 P 12B-Osw 0.097 2.69 1.75 143 143 384 250 0 0 0 0 L-D 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 0 0 0 0 0 0 0 0 F 20P-19c 0.050 1.39 0.72 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 305 36 973 0 36 13 342 0 6 c) AED excursion 328 52 Envelope loss/gain 3689 2127 946 522 12 a) Infiltration 628 206 221 73 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 1200 0 Subtotal (lines 6 to 13) 4317 3763 1167 594 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4317 3763 1167 594 15 Duct loads 1 22% 30 % 955 1145 229/6 30 % 258 181 Total room load 5272 4908 1425 775 Air required (cfm) 265 218 72 35 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft" 2017-Oct-0514:14:35 A Right -Suite® Universal 2017 17.0.23.RSU23828 Page 2 veDoralAGRW\Lot86KensingtonReserveDoralAGRW.rup Calc = MJ8 House faces: W wrightsoft° Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853Web: WWW.DELAIR.COM Job: Lot86Kensington ReserveDo... Date: 08/ 31/2016 By: JMJ 1 Room name Master BDRM Master Bath 2 Exposed wall 29.5 ft 5.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 230.0 ft 1.0 x 71.5 ft 5 Room area 230.0 ft2 71.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ ft2-°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-2sw 0.081 n 2.24 234 128 128 287 299 0 0 0 0 t-G 13A-2ocs 0.201 n 5.57 5.29 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 12C-2sw 0.081 a 2.24 2.34 108 78 174 181 44 39 88 91 11 2B- 2fm 0.540 e 14.96 39.23 0 0 0 0 5 0 75 196 2B-2fm 0.540 e 14.96 33.86 31 0 456 1033 0 0 0 0 y/ 13A- 2ocs 0.201 a 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 2A-2omd 0.620 e 17.17 16.08 0 0 0 0 0 0 0 0 Vl/ 12C- 2sw 0.081 s 2.24 2.34 0 0 0 0 0 0 0 0 Il-_C- G 2A- 2om 0.540 s 14.96 14.08 0 0 0 0 0 0 0 0 2A-2om 0.540 s 14.96 14.29 0 0 0 0 0 0 0 0 W 13A- 2ocs 0.201 s 5.57 5.29 0 0 0 0 0 0 0 0 0.081 w 0 0 0 0 0 0 0 0 TE 12C- 2sw 2A-2om 0.540 w 144.9696 33.8686 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 21321m 0. 540 w 14.96 39.23 0 0 0 0 0 0 0 0 13A-20cs 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 11 DO 0.390 w 10.80 12.03 0 0 0 0 0 0 0 0 P 12B- Osw 0.097 2.69 1.75 0 0 0 0 0 0 0 0 I-D 11DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 1613- 38ad 0.026 0.72 1.41 230 230 166 325 72 72 51 101 F 20P- 19c 0.050 1.39 0.72 0 0 0 0 0 0 0 0 F 22A- tpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 55 15 Envelope loss/ gain 1083 1893 214 373 12 a) Infiltration 482 158 90 29 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 600 0 Subtotal (lines 6 to 13) 1564 2881 304 403 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1564 2881 304 403 15 Duct loads 22% 30% 346 877 229/. 300% 67 122 Total room load 1911 3758 371 525 Air required ( cfm) 96 167 19 23 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 410- wrightsoA- 2017-Oct-05 14:14:35 A Right - Suite® Universal 2017 17.0.23 RSU23828 Page 3 veDoralAGRW\Lot86KensingtonReserveDoraIAGRW. rup Calc = MJ8 House faces: W wrightsoft° Right-M Worksheet Entire House DEL -AIR HEATING &'AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone:407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM Job: Lot86KensingtonReserveDo... Date: 08/31 /2016 By: JMJ 1 Room name MWC MWIC 2 Exposed wall 6.0 ft 14.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 6.0 x 4.0 ft 1.0 x 61.3 ft 5 Room area 24.0 ft2 61.3 ftz Ty Construction U-value Or HTM Area (ftz) Load Area (ft') Load number BtuWft2°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-2sw 0.081 n 2.24 2.34 0 0 0 0 0 0 0 0 13A-20cs 0.201 n 5.57 5.29 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 12C-2sw 0.081 a 2.24 2.34 48 48 108 112 40 40 90 94 1.1 2B-2fm 0.540 e 14.96 39.23 0 0 0 0 0 0 0 0 2B-2fm 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 13A-2ocs 0.201 e 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 V612C-2sw 2A-2omd 0.620 0.081 e s 17.17 2:24 16.08 2.34 0 0 0 0 0 0 0 0 0 76 0 76 0 171 0 178 2A-2om 2A-2om 0.540 0.540 s s 14.96 14.96 14.08 14.29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 s 5.57 5.29 0 0 0 0 0 0 0 0 12C-2sw 0.081 v 2. 2. 0 0 0 0 0 0 0 0 2A-2om 0.540 w 14.9696 33.8686 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 2B-2fm 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 11 DO 0.390 w 10.80 12.03 0 0 0 0 0 0 0 0D P 12B-Osw 0:097 2.69 1.75 0 0 0 0 0 0 0 0 L-D 11 DO 0.390 n 10.80 1203 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 24 24 17 34 61 61 44 87 F 20P-19c 0.050 1.39 0.72 0 0 0 0 0 0 0 0 F 22A-1131 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 14 35 Envelope loss/gain 125 132 304 323 12 a) Infiltration 1 98 32 237 78 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 223 1641 5411 401 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 223 164 541 401 15 Duct loads 22% 30% 49 50 22% 30% 120 122 IjTotal room load 272 214 661 523 Air required (cfm) 14 10 33 23 Calculations approved by ACCA,to meet all requirements of Manual J 8th Ed. „ wright50ft" 2017-Oct-0514:14:35 P. Right -Suite® Universal 2017 17.0.23 RSU23828 Page 4 veDoralAGRW\Lot86KensingtonReserveDoralAGRW.rup Calc = MJ8 House faces: W I wrightsoft* Right-M Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone:407-333-2665 Fax:407-333-3853 Web: WWW.DELAIR.COM Job: Lot86Kensin gtonReserveDo... Date: 08/31 /2016 By: JMJ 1 Room name 13DRM3 Bath1 2 Exposed wall 10.5 ft 8.0 It 3 Room height 8.0 ft heat/cool 8.0 It heat/cool 4 Room dimensions 1.0 x 168.0 ft 7.0 x 8.0 ft 5 Room area 168.0 ft2 56.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ftz-'F) 13tuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-2sw 0.081 n 2.24 Z34 0 0 0 0 0 0 0 0 y/ I-- G 13A- 2ocs 2A- 2om 0. 201 0. 540 n n 5. 57 14. 96 5. 29 14. 08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C- 2sw 0.081 a 2.24 2.34 0 0 0 0 0 0 0 0 11 2B-2fm 0.540 e 14.96 39.23 0 0 0 0 0 0 0 0 c_ a ILLL; W IL-- GG 213- 2fm 13A- 2ocs 2A- 2om 0. 540 0. 201 0. 540 e e e 14. 96 5. 57 14. 96 33. 86 5. 29 33. 86 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A- 2omd 12C- 2sw 0. 620 0. 081 e s 17. 17 2. 24 16. 08 2. 34 0 84 0 69 0 154 0 161 0 64 0 56 0 126 0 131 2A- 2om 2A- 2om 0. 540 0. 540 s s 14. 96 14. 96 14. 08 14. 29 0 15 0 13 0 228 0 218 8 0 8 0 120 0 113 0 W 13A-2ocs 0.201 s 5.57 5.29 0 0 0 0 0 0 0 0 12C- 2sw 2A- 2om 0. 081 0. 540 w w 2. 24 14. 96 2. 34 33. 86 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t13A- 20cs 2A- 2om 2B- 2fm 0. 540 0. 540 0. 201 w w w 14. 96 14. 96 5. 57 33. 86 39. 23 5. 29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 DO 12B- Osw 0. 390 0. 097 w 10.80 2. 69 12. 03 1. 75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D R L- D 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 168 168 121 237 56 56 40 79 F 2OP-19c 0.050 1.39 0.72 16 16 22 11 49 49 68 35 F 22A-tpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 31 Envelope loss/gain 526 A584 354 327 12 a) Infiltration 171 131 43 b) Room ventilation 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 697 640 484 370 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 697 640 484 370 15 Duct loads 220/ 30 % 154 195 229/6 30 % 107 113 Total room load 851 835 591 482 Air required (cfm) 43 37 30 21 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri t tsoft' 2017- Oct-0514:14:35 9 Right-Suite(E) Universal 2017 17.6.23 RSU23828 Page 5 veDoralAGRW1Lot86KensingtonReserveDoralAGRW. rup Calc = MJ8 House faces: W wrightsoft, Right-JO Worksheet Job: Lot86KensingtonReserveDo... Entire House Date: 08/31/2016 By: ' JMJ DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-333-2665 Fax:407-333-3853 Web: WWW.DELAIR.COM 1 Room name BDRM2 Laundry 2 Exposed wall 25.0 ft 0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 144.0 ft 1.0 x 74.8 ft 5 Room area 144.0 ftz 74.8 ftz Ty Construction U-value Or HTM Area (ftz) Load Area (ftz) Load number Btuh/W-OF) 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 W 12C-2sw 0.081 n 2.24 2.34 16 16 36 37 0 0 0 0 i/ 13A-2ocs 0.201 n 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0G 12C-2sw 0.081 a 2.24 2.34 0 0 0 0 0 0 0 0 11 28-2fm 0.540 e 14.96 39.23 0 0 0 0 0 0 0 0 2B-2fm 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 13A-2ocs 0.201 a 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 2A-2omd 0.620 e 17.17 16.08 0 0 0 0 0 0 0 0 12C-2sw 0.081 s 2.24 2.34 96 96 215 225 0 0 0 0 2A-2om 0.540 s 14.96 14.08 0 0 0 0 0 0 0 0 2A-2om 0.540 s 14.96 14.29 0 0 0 0 0 0 0 0 W 13A-20cs 0.201 s 5.57 5.29 0 0 0 0 0 0 0 0 Vh12C-2sw 0.081 w 2. 88 58 12 134 0 0 0 0 2A-2om 0.540 w 144.9696 33.8686 0 0 00 0 0 0 0 0 2A-2om 0.540 w 14.96 33.86 31 0 456 1033 0 0 0 0 2B-2fm 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 VJ 13A-2ocs 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 11 DO 0.390 w 10.80 12.03 0 0 0 0 0 0 0 0D P 126-0sw 0.097 2.69 1.75 0 0 0 0 0 0 0 0 L-D 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.72 1.41 144 144 104 203 75 75 54 106 F 20P-19c 0.050 1.39 0.72 144 144 199 103 26 26 36 19 F 22A-tpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 339 58 Envelope loss/gain 1140 2075 90 66 12 a) Infiltration 408 134 0 0 b) Room ventilation 0 01 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 600 Subtotal (lines 6 to 13) 1548 2209 90 666 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1548 2209 90 666 15 Duct loads 22. 30 % 343 672 22% 30% 201 203 Total room load 1890 2881 110 869 Air required (cfm) 95 128 6 39 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri 1 tsoft" 2017-Oct-05 14:14:35 g Right -Suite® Universal 2017 17.0.23 RSU23828 Page 6 veDoralAGRW\Lot86KensingtonReserveDoralAGRW.rup Calc = MJ8 House faces: W I - wrightsofr Right-M Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM Job: Lot86KensingtonReserveDo..: Date: 08/31/2016 By: JMJ 1 Room name Loft 2 Exposed wall 41.0 ft 3 Room height 8.0 ft heat/cool 4 5 Room dimensions Room area 1.0 x 311.3 ft 311.3 ftz Ty Construction U-value Or HTM Area (ft2) Load Area Load number Btuh/ftz°F) Btuhftz) or perimeter (ft) Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-2sw 0.081 n 2.24 2.34 176 176 395 412 13A-2ocs 0.201 n 5.57 5.29 0 0 0 0 2A-2om 0.540 n 14.96 14.08 0 0 0 0 12C-2sw 0,081 a 2.24 2.34 0 0 0 0 11 26-2fm 0.540 e 14.96 39.23 0 0 0 0IIG 2B-2fm 0.540 e 14.96 33.86 0 0 0 0 Vl/ 13A-2ocs 0.201 e 5.57 5.29 0 0 0 0 2A-2om 0.540 e 14.96 33.86 0 0 0 0 L-GG Vt/ 2A-2omd 12C-2sw 0.620 0.081 e s 17.17 2.24 16.08 2.34 0 0 0 0 0 0 0 0 2A-2om 0.540 s 14.96 14.08 0 0 0 0 2A-2om 0.540 s 14.96 14.29 0 0 0 0 W 13A-2ocs 0.201 s 5.57 5.29 0 0 0 0 Vh12C2A-2om 0.081 w 2. 86 131 1102A-2om 0.540 w 4.9614.96 33.86 31 0 452456 1033033 2A-2om 0.540 w 14.96 33.86 0 0 0 0 2B-2fm 0.540 w 14.96 39.23 9 0 135 353 1q/ 13A-2ocs 0.201 w 5.57 5.29 0 0 0 0 11 DO 0.390 w 10.80 12.03 0 0 0 0D P 1213-0sw 0.097 2.69 1.75 0 0 0 A 11DO 0.390 n 10.80 12.03 0 0 0 0 C 1613-38ad 0.026 0.72 1.41 311 311 224 440 F. 20P-19c 0.050 1.39 0.72 150 150 207 107 F 22A-tpl 0.989 27.40 0.00 0 0 0 0 6 c) AED excursion 402 Envelope loss/gain 1670 3010 12 a) Infiltration 669 220 b) Room ventilation 0 0 13 Internal gains: Occupants Qa 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 2339 3230 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 2339 3230 15 Duct loads 22% 30% 518 983 Total room load 2857 4212 Air required (cfm) 143 187 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2017-Oct-0514:14:35 A Right -Suite® Universal 2017 17.0.23 RSU23828 Page 7 veDoralAGRW\Lot86KensingtonReserveDoralAGRW.rup Calc = MJ8 House faces: W wrightsoft® Duct System Summary Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone:407-333-2665 Fax:407-333-3853 Web: WWW.DELAIR.COM For: Ryan Homes 3756 CRAWLEY DOWN LOOP, SEMINOLE COUNTY, FL 32773 Job: Lot86KensingtonReserv... Date:08/31/2016 By: JMJ Heating Cooling External static pressure 0.30 in H2O 0.30 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.24 in H2O 0.24 in H2O Supply / return available pressure 0.120 / 0.120 in H2O 0.120 / 0.120 in H2O Lowest friction rate 0.186 in/100ft 0.186 in/100ft Actual air flow 1160 cfm 1160 cfm Total effective length (TEL) 129 ft Name Design Btuh) Htg cfm) Cig cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BDRM2 c 2881 95 128 0.288 7.0 Ox 0 VIFx 13.2 70.0 BDRM3 h 851 43 37 0.325 6.0 Ox 0 VIFx 3.9 70.0 Baths h 591 30 21 0.304 4.0 Ox 0 VIFx 8.9 70.0 Great Room h 6900 346 271 0.206 10.0 Ox 0 VIFx 11.3 105.0 SO Kitchen/Dining h 5272 265 218 0.204 10.0 Ox 0 VIFx 12.9 105.0 st1 Laundry C 869 6 39 0.328 4.0 Ox 0 VIFx 3.2 70.0 Loft c 4212 143 187 0.323 8.0 Ox 0 VIFx 4.3 70.0 Mwc h 272 14 10 0.279 4.0 Ox 0 VIFx 16.0 70.0 Mwlc h 661 33 23 0.288 4.0 Ox 0 VIFx 13.5 70.0 Master BDRM c 3758 96 167 0.301 7.0 Ox 0 VIFx 9.7 70.0 Master Bath c 525 19 23 0.292 5.0 Ox 0 VIFx 12.1 70.0 PWDR h 1425 72 35 0.186 5.0 Ox0 VIFx 24.2 105.0 sti Supply T , nktDe`tail Table }<<a Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk st1 Peak AVF 682 524 0.186 489 16.0 0 x 0 VinlFlx 2017-Oct-05 14:14:36 wrightsoft® Right -Suite® Universal 2017.17.0.23 RSU23828 Page 1 ACCN...veDoralAGRW\Lot86KensingtonReserveD'oralAGRW.rup CaleMJ8 House faces: W 1 ft,t y Return Branch Detail TablePY ,# „Y r 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 Mat] Trunk rbi Ox 0 1160 1160 0 0 0 0 Ox 0 VIFx 2017-Oct-05 14:14:36 y wrightsoft' Right -Suite® Universal 2017 17.0.23 RSU23828 Page 2 ACKA...veDoraIAGRW\Lot86KensingfonReserv6D6raIAGRW.rup Calc = MJ8 House faces: W FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, 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 10/5/2017 2:23:39 PM Page 1 of 1 v s o_ 3051-6N 1-` s co EGFOO IR-W 4„ bath duct o6 o 3" bath duct 8x41wc d -- 10x6 1wd 10 , to roof cap N to roof cap 4" w/fan-light 0 0 o w/fan i e i Nutone 763RLNB o Nutone 696RNB OWNERS 8 " iG WAM) i 8'-®' V s 8x4 lwcd 5' e s AA 12x6 lwcd 130 l 10x6 lwcd 16' i 40 vwnnn A 3,0 TON W/5KW P-240V 1PH Q ik o- V a i 18x13 plen m CK- 4' dryer duct 16x16 rag platform by V) to roof cap 7 x4 lwcd BEDROOM 3 bldr w w/dryer vent box y d1 40 scale :1/8'=1'0' Q l ® 20x6 wall rag 0 4 m 4" ® 3„ bath duct CDCory f Z to roof capn16x16rag81 16" 4. BATH 1 n 8x4 lwcd Nutone 696RNB 120 i 14x8 lwcd 4x18 rag LOFT W4wu'-b• (CM) V- 0 cl.& x DN rcduWEt) m 7" Q 12x6 lwcd 130 Q BEDROOM 02 e'- - o•L3030-FCs V-m MaH J f ) Q 2EUM86 EUl 2) 3051-M K+ R FM Q i CD O 0 C5 d~ NOTE TO BUILDER:MUST PR VIDE UNRESTRICTED H C 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS COCD Transferducts/grills sized in compliance Q with Florida Residential Building Code-M1602,4 balanced return air, Rating z EXCEPTI NS 1-3 0 cn m L1J Z J ZD 1 o a Of Must have a minimum clearance of 4 Inches around the air handler per the State Energy code, All duct has an r=6 Insulatlon value. m CL J U) n 0 LANAJ 15'-OV 1-i m S CO CO R67 t 0wo" GREAT ROOM I G 220 12x1212wcd 10" 270 LU12xl2lwccl 10, KrrMN W-V CL& n OPT. W-4'CLW 1 Ln C=) L 12- I LU CD 3' bath duct to roof cap El — w/fan 5# 5' V- l: Foyn j Nutone 696RN Z IOXG lwCCIJOX6 LLJ35 PO WDER CAR GARAGEAR W-W ajGL U 7 NOTE TO BUILDERVUST PROVIDE UNRESTRICTED I INCH UNDERCUT BELOW DOORS TO HABITABLE Transfer ducts/grills sized in complianceptlan RODM&:: Oj CL/ Pq Ld with Florida Residential Building Code-MI602.4 1. X balanced return air, EXCEPTIONS 1-3 Pq Ri V) 1,D ENTRY r 0 CD LD Od 4- i-A A IV x T-ir OWJD d m 0 D LJ 00 11 Q CC) V CD Rating 0 T TA T rim Im T 7-1 T A A T V) m LU 0 m F-- j C) =) Must have a minimum clearance of 4 Inches around the air handler per the State Energy code. ALL duct has an r=6 Insulation value. m a_ j C/') I Q C) RECORD COPY jz s W4L.- A)&7btv 4z`S"86 bing, Inc t,icerse 4 Name Signature in- Cam• U' N AV 3I g4v via nv DESCRIPTION AS FURNISHED: Lot 86, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO Ryan Homes/NVR Inc. RECORD COPY LOT 76 S 00019'09 " E A• 40.00' 3(' 17-3(A? ZONIN (!WD,i>= lS ok to construct single family home with setbacks and impervious area 52.So shown on plan. 38. Z010 imp. LOT 86 lNo 'O l - A , C P- R 42.80' HJ 3.5 ic3.5' o LANAI 00' AC PAD 30.0' p 0 cp, ~ LOT 87 03 CQ PROPOSED MODEL DORAL — A N2CARGARAGERIGHT .* 00 8.7' ENTRY 21.3' 5.00 Y 3 16' DRIVE 25.20' 25.20' 10' UTIL ESMT 5' CONC WALK } B•B•)S 00019'09" E 40.00' CRAWLEY DOWN LOOP 50' PRIVATE R/W) 7 LOT 85 51 222.92' LOT 82 OROPOSED = FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY BUILDING SETBACKS. AS FURNISHED DER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS RAT 20' PROPOSED DRAINAGE FLOW OT GRADING TYPE A C'0 Q09 IMPERVIOUS COVERAGE = 1,836t SQUARE FEET' OR 38.29 LOT CONTAINS 4,800.E SQUARE FEET SIDE 5' FOR 40' LOTS SIDE = 7.5' FOR 60' LOTS OROPOSED FINISH FLOOR PER PLANS = 30.B! Q LIVING AREA CONTAINS 1,214t SQUARE FEET SIDE — 10' FOR 75' LOTS CONC/LANAI/PORCH CONTAINS 622# SQUARE FEET SIDE STREET = 25' GRUSENMEYER—SCOTT & ASSOC., INC. —LAND SURVEYORS EGEND - PLATFIELD P. IRON PIPE R. IRON ROD K CONCRETE MONUMENT MT LR. In' IR r/BLB 4596 AEC. RECOVERED A.B. POINT OF BEGINNING A.C. POINT OF COMMENCEMENT t CENTERLINE 41) NAIL t DISK I/V RIUKT-OF-VAY SMT. EASEMENT RAIN. DRAINAGE JTIL. UTILITY LEGEND - P.OJ._ MINT ON LINE 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 TYP. TYPICAL NOTES., P.R.C.r POINT OF REVERSE CURVATURE POINT OF CQg'OUND CURVATURE 1. THE UNDERSIGNED DOES HEREBY CPZPERAFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF AARAD6 RADIAN. PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES N.R. NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYORS SfCNATURE AND ORIGINAL RAISED SEAL, THIS SURREY MAP OR COPJES ARE NOT VAIJD. V.P. WITNESS POINT 3. THIS SURVEY WAS PREPARED FROM ME INFORMATION FURNISHED TO THE SURVEYOR.. THERE MAY BE OTHER RESTRICTIONS CALL CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. PAX PERMANENT REFERENCE MONUMENT 4. NO UNDERGROUND IMPROVEIAENIS HAVE BEEN LOCATED UNLESS 07NDWISC SHOWN. FF. FF. FINISHED FLOOR ELEVATION BUILDING SETBACK LINE 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIRED TO AND SHOULD NOT BE REUED UPON BY ANY 07HER ENTITY. BJ4 BENCHMARK 6. DIMENSIONS SHOWN FOR THE LOCATION OF 1MPROMiENTS HEREIN SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES B.B. BASE BEARING 7, BEARINGS ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (BB.) B. ELEVATIONS IF SHOWN, ARE 84SED ON NAflONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. X.M. = CHAIN LINK FENCE 9. CERTIFICATE OF AUTHORIZATION No. 4596. AFC. = WOOD FENCE B = CONCRETE BLOCK C. POINT OF CURVATURE SG1LE L 1 ` e 2O'^-i DRAWN BY. MLT T. = POINT OF TANGENCY ESC. • DESCRIPTION CERTIFIED BY. DATE ORDER No. - L . aRe LENGTH PLOT PLAN 09-29-2017 4200-17 DELTA REVISED PLOT PLAN (MOVED AC) 12-19-17CHORb 7.E CZI) BEARING NORTH THIS BUIUNNG/PROPERTY DOES NOT UE WITHIN TO X GRUSENM . . ER, R.L4 4 THEESTABLISHED100YEARFLOODPLANEASPERFIRMJ W. SCOTF, IR.LS 1 4801 ZONE X! MAP 1121170009OF (09-28-07) TU SS It"! A=FL RIDA 0 PORATIC 4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 t— PH: 772-409-1010 cp FX: 772-409-1015 z o www.AlTruss.com S Z Q TRUSS ENGINEERING BUILDER: RYAN HOMES 0 o PROJECT: KENSINGTON RESERVE COUNTY: SEMINOLE LOT/BLK/MODEL: LOT:86 / MODEL:DORAL / ELEV:A / GAR R JOB#: 69917 MASTER#: XR5DRAL OPTIONS: LANAI 4451 St Lucie Blvd Fort Pierce, FL 34946 Site Information: Customer Info: RYAN HOMES Project Name: Lot/Block: Model: DORAL "A" 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: 55.0 psf This package includes 47 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 A0180753 A01G 2/14/17 13 A0180765 CJ3A 2/14/17 25 A0180777 FL10GE 2/14/17 2 A0180754 A02 2/14/17 14 A0180766 CJ5 2/14/17 26 A0180778 FL11 2/14/17 3 A0180755 A03 2/14/17 15 A0180767 CJ5A 2114/17 27 A0180779 FL12G 2/14/17 4 A0180756 A04 2/14/17 16 A0180768 FG1 2/14/17 28 A0180780 FL13G 2/14117 5 A0180757 A05 2/14/17 17 A0180769 FLO1 2/14/17 29 A0180781 FL14 2/14/17 6 A0180758 A06G 2/14/17 18 A0180770 FL02 2/14/17 30 A0180782 FL15 2/14/17 7 A0180759 B01G 2/14/17 19 A0180771 FL03 2/14/17 31 A0180783 FL16GE 2114/17 8 A0180760 B04 2/14/17 20 A0180772 FL04 2/14/17 32 A0180784 HJ5 2/14/17 9 A0180761 CO3 2/14/17 21 A0180773 FL05G 2/14/17 33 A0180785 HJ7 2/14/17 10 A0180762 C04G 2/14/17 22 A0180774 FL06 2/14/17 34 A0180786 J5 2/14/17 11 A0180763 CA 2/14/17 23 A0180775 FL07GE 2/14/17 35 A0180787 J7 2/14/17 12 IA0180764 I CJ3 2/14/17 24 IA0180776 FL08 2/14/17 1 36 1 A0180788 1 L01 G 2/14/17 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. NOTE -The seal on these drawings indicate acceptance of professional engineering responsibility solelyfor the truss components shown. The suitability and use of components for any particular building is the responsibility of the building designer, perANSI/TPI-1 Sec. 2. The Truss Design Drawing(s)(rDD[s]) referenced have been prepared based an the construction documents (also referred to at times as 'Structural Engineering Documents) provided bythe Building Designer indicating the nature and character ofthe work. The design criteria therein have been transferred to AnthonyTombo 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 Anthony T. T 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 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. TRUSSES A FLORICA'CORPORATION RE: Job XR51DRAL No. Seal # Truss Name Date 37 A0180789 L02 2114/17 38 A0180790 M2 2/14/17 39 A0180791 M2GE 2/14/17 40 A0180792 M3 2/14/17 41 A0180793 M3GE 2/14/17 42 A0180794 M4 2/14/17 43 A0180795 M4GE 2/14/17 44 A0180796 MG7A 2/14/17 45 A0180797 MG7C 2/14/17 46 A0180798 VM3 2/14/17 47 A0180799 VM5 2/14/17 Page 2 of 2 Job Truss Truss Type Qty Ply A0180753 XRSDRAL A01G Hip Girder 1 1 RYANHOMESMORAL Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Feb 14 09:49:34 2017 Page 1 I D:tdgFhvj EVYsgU3b_jPYJ3cyu E5n-2XOV DE_9n 15bYHu9HvTyPRfg 18c?mxA2cAFlilzIGq? 1-0-Q 7-0-0 12-4-9 17-7-7 23-0-0 30-0-0 31-0-Q 1-0- 7-0-0 5-4-9 5-2-13 5-1-9 7-0-0 1-0-0' co0 Dead Load Defl. = 112 in 27 28 — 29 11 30 — 31 32 3x8 = 1.5x4 11 3x8 = 5x10 MT20HS= 3x4 = 1.5x4 11 3x8 = 7-0-0 12-4-9 1 17-7-7 , 23-0-0 30-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.43 10-12 832 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(TL) 0.87 10-12 414 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.68 Horz(TL) 0.22 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Weight: 135 Ito 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. BOT CHORD Rigid ceiling directly applied or 4-11-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 2 = 2212/0-3-8 (min. 0-2-10) 7 = 2212/0-3-8 (min. 0-2-10) Max Horz 2 = 59(LC 8) Max Uplift 2 = 822(LC 4) 7 = 822(LC 5) Max Grav 2 = 2212(LC 1) 7 = 2212(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4715/1805, 3-20=-5794/2314, 20-21 =-5794/2314, 4-21 =-5794/2314, 4-22=-5794/2314,22-23=-5794/2314, 23-24=-5794/2314,5-24=-5794/2314, 5-25=-5796/2316, 25-26=-5796/2316, 6-26=-5796/2316,6-7=-4715/1805 BOT CHORD 2-13=-1577/4270, 13-27=-1577/4292, 27-28=-1577/4292, 12-28=-1577/4292, 12-29=-2200/5796, 11-29=-2200/5796, 11-30=-2200/5796, 10-30=-2200/5796, 10-31 =-1 580/4292, 31-32=-1580/4292, 9-32=-1580/4292, 7-9=-1580/4270 WEBS 3-13=-7/562, 3-12=-709/1776, 4-12=-615/437, 5-10=-627/438, 6-10=-711/1778, 6-9=-7/562 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); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 822 lb uplift at joint 2 and 822 lb uplift at joint 7. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 186 lb down and 229 Ito up at 7-0-0, 96 lb down and 127 lb up at 9-0-12, 96 lb down and 127 lb up at 11-0-12, 96 lb down and 127 lb up at 13-0-12, 96 lb down and 127 lb up at 15-0-0, 96 lb down and 127 lb up at 16-11-4, 96 lb down and 127 lb up at 18-11-4, and 96 lb down and 127 lb up at 20-11-4, and 186 lb down and 229 lb up at 23-0-0 on top chord, and 330 lb down and 112 lb up at 7-0-0, 66 lb down at 9-0-12, 66 lb down at 11-0-12, 66 lb down at 13-0-12, 66 lb down at 15-0-0, 66 Ib down at 16-11-4, 66 lb down at 18-11-4, and 66 lb down at 20-11-4, and 330 lb down and 112 lb up at 22-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-6=-60, 6-8=-60, 14-17=-20 Concentrated Loads (lb) Vert: 3=-1 39(F) 6=-139(F) 11=-42(F) 13=-330(F) 9=-330(F) 20=-96(F) 21 =-96(F) 22=-96(F) 23=-96(F) 24=-96(F) 25=-96(F) 26=-96(F) 27=-42(F) 28=-42(F) 29=-42(F) 30=-42(F) 31=-42(F) 32=-42(F) Me;dy flne eem}elinn'oLx'lllU;;iIP,tSs'Si:iY:ifC3,tE1[YSe[7%UIn2lS@S?flYi'Fm J'il[Ci:i'if06Y:ki ke. leidf drip a9xtvl rul uks a!Yt lrtsc ksipOrtry;10."}aiNe ltllwr l.EukiE,PE. 41en t Siu!teleen!. Cekss YJ rake sMelrRe lCA. ulf ' itii:zreaw ptens ieeq ieaN is le llgukrdd. lseln:s Oeshs Eegnanlu,Sian@i&gkee ik salasyi64 repmMsurc:epm[ed pde;sbul agksnyeapu8tn is Se lmigedlssn;ie in<.:IpvYlageill uli,ula lPi. tg Nsge exegoee, pNur ndmea:, sgldktlr Anthony T. Tombo III, P.E. nin d15' ss4mkOA*;' ee. i u:lin A140wu Rt Cwxeisedanel yrCan klliy0 rye,nY: ugMdnr d:,de IN tlir b:d si lint de Wit'I !!e ryrsd Afie NA ue sffiN tl r,. cs;'udFeiyblrei, slxrycustd enu udnyszd le na rcgas elrtid -1 80083 Ce lrltiyM pa a![w¢nM flutes ur9ilk 11C rdMe peCism ul p.edsn dikkl6y(ePeal Sdeh Nasetlu;NNl plY,kl Ei l dSiO ee:d tlx peel pi4ce. iry ledusM reyus lks ut klecdl Ln, Ces 'ins kelp ireeewlnss lmh,N xkss 4451 St. Lurie Blvd. Nk.is: eefnNN a Eui egeNryn @ wtlma h dl p9er nnlM. lm tu,s mza (yrca is M111e wuiy ksipm: a hrs, 4nen Fya d , !#III. N agtldi:d Ka, pe m lefiut n. TI i Fort Pierce, FL 34946 Copyright 2Qld A I iool Gesss -Anthony i. lombo lO, LE. Ittpendonioe of this Jo[maa in ony form, is prohihued wishout ,.be W inn permissiol hon A -I loaf tresses - Aebony 1. tombo':It: P.E. Job Truss Truss Type city Ply RYAN HOMES / DORAL A0180754 XR5DRAL A02 Hip 2 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Feb 14 09:49:35 2017 Page 1 I D:tdgFhvjEVYsgU3b_jPYJ3cyu E5n-WjatRa?nYbDS9RTMgc_ByfCx9YOH VV1 Crq_IFlzlGq_ 9-0- 0 15-0-0 1000 30-0-0 10 11-09-0- 0 6-0-0 2-0 9- 0-0 1-0-01 3x6 = 4x8 = 10 1. 5x4 II 1.5x4 II 4x8 = Sx8 = 1. 5x4 11 Dead Load Defl. = 114 in 3x6 = 9- 0- 0 15-0-0 i 21-0-0 30-0-0 9-0- 0 6-0-0 6-0-0 j9-0-0 Plate Offsets ( X Y)— [2:0-0-6,0-0-0],[3:0-5-0 0-2-0] [5:0-5-0,0-2-0] [6:0-0-6 0-0-0] 9:0-4-0,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20. 0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.16 9 999 240 MT20 24-4/190 TCDL 10. 0 Lumber DOL 1.25 BC 0.77 Vert(TL) 0.38 8-16 942 180 BCLL 0. 0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.11 6 n/a n/a BCDL 10. 0 Code FBC2014frP12007 Matrix -MS Weight: 130 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-6-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/ size) 2 = 1260/ 0-3-8 (min. 0-1-8) 6 = 1260/ 0-3-8 (min. 0-1-8) Max Horz 2 = 74( LC 16) Max Uplift 2 = 357( LC 8) 6 = 357( LC 9) Max Grav 2 = 1260( LC 1) 6 = 1260( LC 1) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 2152/1370, 3-4=-2256/1603, 4-5=- 2256/1603, 5-6=-2152/1370 BOTCHORD 2- 10=- 1052/1887, 9-10=-1049/1893, 8-9=- 1050/1893, 6-8=-1053/1887 WEBS 3- 10= 01307, 3-9=-281/546, 4-9=-390/362, 5-9=- 281 /546. 5-8=0/307 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=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C- C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1. 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3- 6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 357 lb uplift at joint 2 and 357 lb uplift at joint 6. LOAD CASE( S) Standard Mtrtq% nsa demgllr«dew Art%Itoo; iIDSS!Sr9"r5EC7Ak fi7YSA:JkDIDu'CS[JS'OY{"%A'irjYCF ttEDDYiNT Ms. hrifr rsip p:n„den red Me[nNsI",k!ip Drtxq;r,wdr Arnim Link li.tr. idemtSiee!ltlxe K. etacs kkM'eist PAtInae IDD, nh YikinseDu rkastsilk dirle`Do Ykedd lstlrx:s gtsi¢Egmea t..ry dr&r ra ednnpiUD«%e:edsntrertxeddt%n:swderynn gtepudiF.ki. st lapane skrat Mxd tfe i Gnli. Hen l%I r asyt,,:,sran,,aaq nddet s.W m ed Head r. n, rn de t:W dkDwe,M cxm ern tdnd rat w Anthony T. 80083TombII[, P.E. a.r rnd a .r p..a dtddYtW de Di nl tit ir lwikq t mr%116e ery daMl0l ndn&N ratr .itdngkrYq sl.ep,alftaet keogtW hoe tcpn,piatd a80083 aerYgD pn era krttmr. ADmindtaaIk iDo WIt lrtslmnl yulats aft ri%'ry trpt lkalr Nu Awjtio FIDkd lr l7 nd But ee id td d.P oFil a l%l ufinstke rtsptualrasWdfiaad:Iran. Desipn T¢u k.ipinip nae tins M. :Mnnkss erns. Madkt;snodtptntraavihukeg prop nnhd In lnn ktw k3benn C_r de trllgDnipa,aLes,4Ms kradmkalq iD rryMcd kra, of is dtfinlulll 4451 St. Lucie Blvd. Fort Pierce, FL 34946 o7yrigkD2916A-ItaafGatsar ActhoayLicmho1167. E RepmdudianafdisdocnmEnt:isenyhrm,ispmh2irtdwithoutdewrmeD7erniscianhnnA ItuafGetsu-8nthoayi.tam5a10:7.E. Job Truss Truss Type Qty Ply HOMES / DORAL A0180755 XRSDRAL A03 Hip 2 1 RYAN Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1 truss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Feb 14 09:49:36 2017 Page 1 I D:tdgFhvj EVYsg U3b_jPYJ3cyuE5n-_w8GevOPIvLJnb2YOKVQUs15fxOOEzSL3UksmBzlGpz 1- 0-Q 6-10-1 11-0-0 19-0-0 23-1-15 30-0-0 31-0-0 11' 1O 6-10-1 4-1-15 8-0-0 4-1-15 6-10-1 4x4 = LOADING ( pro SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2 `Except` T2: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-7 oc purlins. BOTCHORD Rigid ceiling directly applied or 6-2-15 oc bracing. WEBS 1 Row at midpt 5-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 7 = 1260/0-3-8 (min.0-1-8) Max Horz 2 = 89(LC 16) Max Uplift 2 = 342(LC 12) 7 = 342(LC 13) Max Grav 2 = 1260(LC 1) 7 = 1260(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3=-2278/1649, 3-4=-1947/1407, 4- 5=-1764/1364, 5-6=-1947/1407, 6- 7=-2278/1649 BOT CHORD 2- 11=-1358/2035, 10-11=-984/1763, 9- 10=-984/1763, 7-9=-1360/2035 WEBS 3- 11=-337/451, 4-11=-153/425, 5- 9=-154/425, 6-9=-337/451 NOTES- 1) Unbalanced roof live loads have been considered for this design. 4x4 = CSI. TC 0.67 BC 0.61 WB 0.18 Matrix - MS 4x8 = 3x4 = 3x4 = DEFL. in (loc) I/defl L/d Vert( LL) -0.22 9-17 >999 240 Vert( TL) -0.60 9-17 >598 180 Horz( TL) 0.09 7 n/a n/a 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) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20. 0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 342 lb uplift at joint 2 and 342 lb uplift at joint 7. LOAD CASE(S) Standard Dead Load Defl. = 3/8 in 4x4 = PLATES GRIP MT20 244/190 Weight: 136 lb FT = 0% Iq 0 Nn' riq-Flees nxxgllt rerkr ne'AIIg`:'I1SS;i'k;l:i`„i(Il3AI I?W16:!m011uJ1i(OSOMiiEfSY1 LLRC;aif0611ik('Ma. lxilt Grip pnr:tlnsxl rnl nosnnds(nss Cesiy Amr'ryal; Wipe 4bws'C lxck ltl,l .Ihtrti !lefxe re. hies d—st skid n Re Tsn.nh IN1si[ wwt+Qdn sidlkesel tx n['ggpktdd_ k 0r'ss ges hw.ia'<.tt;xry F.P e,,Ik sed.•ry tam. -'M' dlk pek.umktturr nspuRa4ry In a ksytl ib:t41-k,dtd11 .1. IN]. rx nap,;:.elen; udmt s00n[. WWAI Anthony T. Tornbo III, P.E. nedm shr xis k tlxa bt ! klm dM grte•,M gren't edl mn gtdnp lnllbtg ipx,u3e wkn this hC6t lx rNlk kul a ll[tkd1/1I 6e erynd dfi Iglnl.f fieN dX I..ss; bdngkulet. s9aep, asbldweu Fxxe ud hkre•pesidgtd z 80083 de: a llu{D• jBx nd (n¢eJ All a ,.0ork IDhnlb tre 1t..Ip'ttixts d IehlW" 6ept ISAIt Mxxta.'IK%pkhk1 h lR nl SSG et id 1WI." rd-1Nltrfi 6, nynsiilein.i eliesdlk liars lstspn,'ros grist tegner.t less Vneh:Mx_nkss 4451 St. Lucie Blvd. eden s. teAad sr lixgMegen rym9n1c.1!dl ptin hnh4. to in,s 0es!p [tt xan_f de Giuiq gesipa xLrs, 4skx Etthan dm W..Iliq lg cryusdeel'.xasn nadutluml. Fort Pierce, FL 34946 oppighr' D 206 A-1 Raef hisses- Aelhonyi. famho 1101. Remedunin of this docawc in anyform, is ptohi6iled xdhoui the wsintn permission 1—A IRaof tnssa- Anthony f. bn.bo IIIJ.L Job Truss Truss Type Qty Ply RYAN HOMES / DORAL A0180756 XRSDRAL A04 Hip 2 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Feb 14 09:49:36 2017 Page 1 I D:tdgFhvjEVYsgU3b_jPYJ3cyu E5n-_w8GevOPIvLJ nb2YOKVQUs14mxNhEuGL3UksmBzlGpz r1-0-Q 7-7-12 13-0-0 17-0-0 22-4-4 30-0-0 31-0-Q 1-0- 7-7-12 54 4 4-0-0 5-4 4 7-7-12 1-0 4x4 = 4x4 = 13 12 10 9 Dead Load Defl. = 3/16 in Ia 0 4x4 = 1.5x4 11 3x4 = 3x4 = 3x4 1.5x4 11 4x4 = 7-7-12 13-0-0 17-0-0 22-4-4 30-0-0 7-7-12 5-4-4 4-0-0 5-4 4 7-7-12 LOADING(pso SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.24 9-10 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) 0.43 9-10 830 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.51 Horz(TL) 0.12 7 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix -MS Weight: 138 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-3-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-1-15 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 7 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 104(LC 12) Max Uplift 2 = 362(LC 12) 7 = 362(LC 13) Max Grav 2 = 1260(LC 1) 7 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2316/1582, 3-4=-1746/1302, 4-5=-1554/1269, 5-6=-1746/1302, 6-7=-2316/1582 BOT CHORD 2-13=-1285/2061, 12-13=-1285/2061, 11-12=-825/1554,10-11=-825/1554, 9-10=-1287/2061, 7-9=-1287/2061 WEBS 3-13=0/256, 3-12=-664/542, 4-12=-233/409, 5-10=-233/409, 6-10=-664/542, 6-9=0/256 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) 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 362 lb uplift at joint 2 and 362 lb uplift at joint 7. LOAD CASE(S) Standard Mmiy-Flerc tlnxFll. reeler 4u'1110:; IrK5S5NlllfiO3k[I'rYSfi(.Klllusif7Si0ai 149:f111KEi tlFfKMl:1rIx¢. Inilr h,ip F¢m rWrzN.eesaItis Inss Cesip drvy!IIXIsW at Eta:yI.lakeM:I.Kdt;na*e..kd. nz. L41.tf d!x'citt P.GNwae I00,Wr adeR[aahrFltlrs sMlk sN lz a<'OCuk dR Eselms0esrs fgaexn:, SFe; dK E[Kiar q Mngtd9 rgrt:snu;pme da rde..uuleerin:vmlr::Fw:Rtn fo; ie Muyadae sn rr Iryi eduae lfiC Ir«i IN I. cxn p .mmx,, au F Nei r na m Anthony T. Tombo II[, R.E. t ni.uda- sfn wr bl4Ary ae Fx' I dA¢Omr aeC»n dkn q+d a I¢Ir¢y g ,gae¢Qd dtN IlK,ae la IMt NCI idltuF Nadltll Rf eq,feAdae lOOaegfiN da T.—:WNiy Ma*. Mge,¢khl ne k¢aF ud leaf :FeesiWRfa Tornb q:411fga }a ¢e [wkcM Atltrs rfe¢41oB.dae ptficn Ipeelan Ihek N:y(¢Ee[nl Sdeh ld¢¢fEa;ttSPtldkskf! rr /53CA rtidr .el lr Fssdp a IM1liffixsaf nsFnsarlees aK ilrcsd Ca Lne0. pe,'.ins k:p.t.—t 1—V..Wwu, wins kh" N: C.. epeee qn a nrom kr ¢i Elms anhN. 1'EE Ws. as a 1.1m, a kt Ik Winn ksipa. ¢ Las, 5! L. 6Fx¢ $..I Wfin. LI ariMeN:¢xs we Es EeatN a lrl. 4451 St. Lucie Blvd. ep),igkr:J 1QI6!1-Ilut6¢sns-A¢tho¢yLian9a III; P.E. RtEF¢iit0iu olthis docamt¢I,in¢nP I—, is pmhililti rrifhuuuhe win,, Permissiadren A-IAwi Lass:E-Antkoryi.lanP.E ¢III: . Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply RYAN HOMES / DORAL XR5DRAL A05 Common 5 1 A0180757 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Feb 14 09:49:37 2017 Page 1 I D:tdgFhvjEVYsgU3b_jPYJ3cyuE5n-S6iesF 113DTAPIdky11 fl4 H DjLjNzlwV18TPldzIGpy 11-0-Q 7-9-14 15-0-0 22-2-2 3%0-0 a1-0-pOO7-9-14 7-2-2 7-2-2 7-9-14 -0- 5.00 F12 4x8 = Dead Load Defl. = 7/16 in IV 0 3x4 = 4x6 = 3x4 = 4x4 = 4x4 = 9-8-3 20-3-13 30-0-0 9-8-3 10-7-10 9-8-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.38 10-12 >949 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(TL) 0.82 10-12 >439 180 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.09 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Weight: 131 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 2-2-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 6-3-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 8 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 118(LC 12) Max Uplift 2 = 378(LC 12) 8 = 378(LC 13) Max Grav 2 = 1260(LC 1) 8 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2318/1653, 3-4=-2094/1575, 4-5=-2004/1600,5-6=-2004/1600, 6-7=-2094/1575, 7-8=-2318/1652 BOT CHORD 2-12=-1354/2067,12-19=-733/1366, 11 -1 9=-733/1366, 11-20=-733/1366, 10-20=-733/1366,8-10=-1355/2067 WEBS 5-10=-512/776, 7-10=-440/571, 5-12=-512/776, 3-12=-440/571 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) 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) 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 378 lb uplift at joint 2 and 378 lb uplift at joint 8. LOAD CASE(S) Standard W.41-Ek.. naegEry nra. WA I toe; rle!cs; u1€r suau run a INDIV s ErsrouMrr)rases:[o U1Nr Ewe. Wd, n qr W ,nt o m n ar: J. N;A lk mkq 1. Eimk M.F.C. Edr;n;t skntd—. kin, mU,,s.,mt. n, Too. Wt dilai.smama rldn still a,et is nr'CC uk,dd 1selnss Uesn hod n. n161 Ear rfklae q TMl a 1ok buis,vwo Anthony T. Tombo 111, P.E. f . 1 ki TsMw, latlwa M lnulnrd&O.ee,&Oree• Mann 9*t in MnklC.gee,wne ded dti n'n nL /R bd u:lliquk at Enl M1e epu ddn EUR atnfuN do i s; odnalknl'ry wen of uweuh _sid kk 4midliryd :2 80083 nerelRoiC araskhel 1RdssdedaklOCninnOrelnedsdazk'6q(zneldhMae I(pldRkthlnntSrlsridatxpaenwarini asm,egnwiae,ntxn:dkl,:,ega,nsk:n.rKnnlnssRmhTa,aks 4451 St. Lucie Blvd. ene n afi Ake:eM:tegen 1n npaak irxlln nnlsN In E.,. Desw GEhee isk ine k:Ilgy Uecipn.x lns, 4dee Equ.c dnr kllmr. Ll:gadeN'nx. aenldtrN u'nl Fort Pierce, FL 34946 oppillb11)2016 A-1 Root boss:,- Ar600y L lonbo III, P.E. RePodunio¢ of this doamem, m oy form, is pfohiWiad withounhe wrinen permission(TOM 4.1 Roof lassos- Arlhooy L lanbo III: F.I. Job Truss Truss Type Qty Ply RYAN HOMES / DORAL XR5DRAL A06G Roof Special Girder 1 1 A0180758 Job Reference (optional) Al Roof Trusses, Fort Pierre, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Feb 14 09:49:38 2017 Page 1 I D:tdg Fhvj EVYsg U3b_jPYJ3cyuE5n-wIG03bl fq Wb 10vCxW IYuZHgQjl3xig5eXoDzr3zlGpx 1-0-Q 6-0 6 9 4-0 12-0-0 14-4-0 21 4-0 23-0-0 25-6-10 30-0-0 31 0-0 1-0-d 6-0-6 ' 3-3-10 2-8-0 2-:4 7-0-0 1-8-0 2-6-10 4-5-6 1-0 3x8 = 9-4-0 4x8 = 4x4 = 3x4 = 3x8 = 7x10 MT20HS= 7x6 = 4x8 = 30-0-0 Dead Load Dell. = 1/2 in 5x14 LOADING(psf) SPACING- 2-0-0 CS'. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.38 13-15 941 240 MT20 244/190 TCDL 10.0 Lumber DOL 125 BC 0.58 Vert(TL) 0.86 13-15 420 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(TL) 0.17 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Weight: 183 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 *Except* T4: 2x6 SP 240OF 2.OE, T5: 2x4 SP M 30 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* W8: 2x4 SP No.2 WEDGE Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-2-15 oc bracing. WEBS 1 Row at midpt 6-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1997/0-3-8 (min. 0-1-10) 10 = 3170/0-7-4 (min. 0-2-10) Max Horz 2 = 77(LC 13) Max Uplift 2 = 609(LC 8) 10 = 1129(LC 9) Max Grav 2 = 1997(LC 1) 10 = 3170(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4473/1442, 3-4=-4186/1367, 4-5=-4523/1532, 5-6=-4865/1628, 6-7=-8182/2921, 7-8=-6806/2462, 8-9=-7524/2688,9-10=-7661/2745 BOT CHORD 2-16=-1249/4094, 15-16=-ll17/3829, 14-15=-2210/6768, 13-14=-2210/6768, 12-13=-2770/8180, 10-12=-2456/7037 WEBS 3-16=-337/243, 4-16=-126/386, 5-15=-555/1727,6-15=-3531/1348, WEBS 3-16=-337/243, 4-16=-126/386, 5-15=-555/1727, 6-15=-3531/1348, 6-13=-919/1668, 7-13=-438/161 1, 8-12=-928/2763, 7-12=-2534/887, 4-15=-503/1362 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); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 609 lb uplift at joint 2 and 1129 lb uplift at joint 10. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 235 lb down and 229 lb up at 23-0-0 on top chord, and 2179 lb down and 801 lb up at 21-4-12, and 330 lb down and 112 Ito up at 22-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Standard Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-6=-60, 6-8=-60, 8-11=-60, 2-10=-20 Concentrated Loads (lb) Vert: 8=-139(B) 13=-2179(B) 12=-330(B) Mwdrl-H,n! kr,glh rerx+, k'LI Ig.; 7hYS 3 rSr ;1' Slh:GI IiLYS a owitu'n r75tamclm-rt mrWiimistst-W. lwih le:q, I—.., W'W w, a N, I." Drip AM, I. T.1; m: ri_ h fit- W. H., m. &Iru dkrcaise rAar at Tall. Itf4lazrardmr4ekssh,llkrs tfo k'DCkkedA Asalrrs D:sm Fy .. r aary EhD ,tla sdmmr TVIq ud'aatgex dk rrrt ' lersk M 1w lDk M lklsyx dkvrp, I"MakM I/m TR1. Gxd qr-.srerr, Nm r htie wkY nr W-4h kr wl hdlaq ft rairlo d k Dwrr, k Dwxr sdm qWu ktwdiq Dt,.", k 1, add d ke lrr. a, Il( Ilkl 1' 11 ,/ WIll 1. rk Idh TDD t III dtl r'nt,sM ha k Anthony T. 80083TombIII, R.E. qe n H t;q dy. pestlatiwwkn'mesMlkr,pesdlDrd .: 80083 kGIlerDsyunilakrdxApahssdMskloC,rikryaa,es Ipyelx Ikr kili.q (,F7eexIS#Ir idu dem tlSP, hhletkr ISSG dd for pa dpdrn IRledusllr nsp, l7k,M4necdkl ,D:vp;rms kup tq ee eu lm: una,a,u..u,: gg51 St. Lucie Blvd. A.-s mklh r;,dratW d nn t k.mq lr dl 0-knlrM. InT Des.[.g ms rt0. h(1/lq kdpd_ Lau Saks lake r' ar lAhq a lod-.rl of m, e, M."k. 71-1. apyrigMr 020144-1 hot Trusses- Witty L tamho Ill, II.t. IftPoI Athis d-raem, in ony form, is pmhihifed without the writers permission from 4-1 loaf 6nisas 4ethoDy i. iamho lll: P.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty HOMES / DORAL A0180759 XR5DRAL B01 G Hip Girder 1 Fy 1 RYAN Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8-020 s Aug 31 2018 MI I ek Industries, Inc. I ue Feb 14 09:49:39 2011 Page 1 I D:tdg Fhvj EWsgU3bJPYJ3cyuE5n-OUgOHx2Hbgjue2n73S376VNdh9JnRFgnmSyW N WzlGpw 1-0-0 7-0-0 10-8-0 14-4-0 21-4-0 1-0-0 7-0-0 3-8-0 3-8-0 7-0-0 Special Dead Load Defl. = 3/16 in 4x6 = 2x4 11 6x8 = NAILED 2x4 11 4x6 = 7-0-0 Plate Offsets 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/TP12007 LUMBER - TOP CHORD 2x4 SP M 30 'Except` T2: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 2-6-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-6-12 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 = 1652/Mechanical 2 = 1533/0-3-8 (min.0-1-13) Max Horz 2 = 69(LC 27) Max Uplift 6 = 592(LC 9) 2 = 539(LC 4) Max Grav 6 = 1652(LC 1) 2 = 1533(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3286/1190,3-4=-3821/1519, 4-14=-3821/1519,5-14=-3821/1519, 5-6=-3741 /1405 BOT CHORD 2-9=-1028/2968, 8-9=-1028/2983, 8-15=-1229/3418, 7-15=-1229/3418, 6-7=-1225/3387 WEBS 3-9=-32/338, 3-8=-550/1204, 4-8=-272/188, 5-8=-238/628, 5-7=-104/654 NOTES- 1) Unbalanced roof live loads have been considered for this design. JUS26 HJC26 CSI. DEFL. in loc) I/deft L/d TC 0.62 Vert(LL) 0,17 8 999 240 BC 0.99 Vert(TL) 0.34 8 751 180 WB 0.46 Horz(TL) 0.09 6 n/a n/a Matrix -MS 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); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 592 lb uplift at joint 6 and 539 lb uplift at joint 2. 9) Use USP JUS26 (With 1 Od nails into Girder & 10d nails into Truss) or equivalent at 10-10-12 from the left end to connect truss(es) MG7C (1 ply 2x4 SP) to back face of bottom chord. 10) Use USP HJC26 (With 16d nails into Girder & 1 Od nails into Truss) or equivalent at 14-3-10 from the left end to connect truss(es) J7 (1 ply 2x4 SP), HJ7 (1 ply 2x4 SP) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) "NAILED" indicates 3-10d (0.148"xX) or 3-12d 0.148"x3.25") toe -nails per NDS guidlines. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 186 lb down and 229 lb up at 14-4-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-6=-60, 2-6=-20 PLATES GRIP MT20 244/190 Weight: 109 lb FT = 0 Standard Concentrated Loads (lb) Vert: 5=-139(B) 8=-816(B) 7=-330(B)14=-96(B) 15=-42(B) aPPzt rlsitrtryN±rc!rtx dP. ,T:3r ita5 SFit.r',iW[ibE [mi(UKPIw:E ICN="ilP1T'iS:SK91L:tl6NEYi'Mm la lr kL,Pr aaitnat reer W`flRs'snss be gP're<Gyt10[,WNf ktlerl ePaP itl is. Utnffrt ikd kMtst. ins frw.'P a>xfaaP TC_a$ Y'iei lranfn rbzn.ts. krsd4r 6e iD@Nat Paa.S Pr th;ry EepfPn P,.pctiq [Ri ud sedmw/itla,emnm'!nzupw! ul1Plh :,wlPq,mfrr .Pus an4mftes3na6tt lLrst uidd m it, rib a6,we 11I1N,ksT stm/t . 5,01 ead'n".14et Anthony T. Tornbo I'"', F.E. ainxmttxW'mLxWgnxrrpPtiuzPids:aaP MC.m mmmneeP{eaafkbef{ksgra,gCx mSaedPa(,3eludNillq:demilmi Ixenrerda6el;gfdlnaem edtP P,itMajitlwge,ibF:mPsmtkxysatlkatPtla llitrPi s 6 Q83 t rnai q'41gr.M(tlriatP.=d mki SaM sdtiJflml W,,r(At;l r'Ldtilk5l79P raNflj tlRrMNL ld?`a EaBRdi 1(iP(P 71Skdb iRd iGb of lPhiUt ET'Pk43 [OI:P, li-dCMf ditt.rMSIk iFP. 111 11Sarflr l'PSSYPY Pt;I(PSt Q`inrl}]kL1 nSS kWdPRgiY.HIISS 44.91 SAY, 1UCP Blvd, tfr• hr fHHd>(P(n4Pa aPPld gn6n:agbffi prtes entrtE.'kirCu Clssp Hp+rxi. NC ae 4p4ry Asrar,r[ms:Ysha EeyrctsdmiPekq, l4 Wernad'ac,; PnalxeMbind. Fort pierce, FL 3.946 Copyri El S11EId A -I [oaf ltassts-Adbeay Llamballl,P,L iepitilsaaa of Ibis d.—te, is aay farm, is prohibited.abaal the wiitsea Permissiaabe. A-1 Wlosses-Aa7kay 1. samba tll, P.E. Job Truss Truss Type Qty Ply RYAN HOMES / DORAL A0180760 XRSDRAL B04 Hip 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Feb 14 09:49:39 2017 Page 1 ID:tdg FhvjEVYsgU3bJPYJ3cyu E5n-OUgOHx2Hbgjue2n73S376VNbR9Qh RLWnmSyW N WZIGpw 1-0-0, 8-0-0 13-4-0 214-0 4x4 = 4x4 = 4 Dead Load Dell. = 3/16 in 3x6 = 1.5x4 11 3x4 = 1.5x4 11 3x6 = 13-4-0 21-4-0 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 0.76 Vert(LL) 0.18 6-11 999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(TL) 0.33 6-11 766 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.05 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Weight: 77 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-0-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 5 = 853/Mechanical 2 = 914/0-3-8 (min. 0-1-8) Max Horz 2 = 75(LC 12) Max Uplift 5 = 234(LC 13) 2 = 263(LC 12) Max Grav 5 = 853(LC 1) 2 = 914(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1365/874, 3-4=-1179/898, 4-5=-1365/874 BOT CHORD 2-8=-643/1174, 7-8=-641/1179, 6-7=-641 /1179. 5-6=-643/ 1174 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) 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. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 234 lb uplift at joint 5 and 263 lb uplift at joint 2. LOAD CASE(S) Standard Xazq"Mme aaapr;etks 6t't ; T:s ri15iiS;KlUO?: (iA91! retx} } (CXC{iGmS:€;1,$ "UY Q'yA(XX9if;J6YFXl Ma. I<Ih kSa. Xe#lt:iad IM ld:! d IM>RSS kiJp:rurilCF? Mfy telMn I.?Isia Ik:7f. rJfnfr;S ikd kten n!. Ss. taxT;Jt fbsl aAt :C-0, dk Nil6;tdP•7v'rtaas Jk"..kxsti (a Ne tCCkkrdN tr. J;t p',y ea a pudry ism l„9t.rrwteriGC yr ur z:rtpw. M><ehdd Jap y ,pri;i€trMrtret natie Jn l1 J tlddhr t3P I den 1pl ek yr n,:+srrar;;ld#; easy JJkF4! Anthony T. FOMbo it:; RE, aX nedtd rd:<. ea dr tsie to px;JGal.de w_w m5m'.d;d de lxm;Ge yea.4he akl gttl E&'id et htd ktid;eWW Xl lagptxddtl i ai ar a4,El#..s,atxla§kad'; Jo ep igdxna al hung skl khe wxatiard 8e loxlry 6;i;e M(ee#M tX ler smwaa NOW 0u ratlat U.".0 Seen 10-fld4CSf pilkwh hsf SXt ae lda xta;d:•d rw. nl ern,J #f n.ret,a.Jk, at dfil:d.r norr r r: Idl eJ A(,f ae?I.JJ Jr .nnx,nJ ? 80083 o}lJrssr XJhrek3st(akrl gleel Hu xl:aghd;prte netN. Je CnJ 7esipftyas a:X] ks tFAr; 3esr,rtiss tsnn.gdrpdm tdesx;, ;X Wil dMla;mwes'alalX i. 4451 St. .urip Blvd. apyriyll JY? fC16 8-I laal lasses-Aniktty 1.1 oJnle lA, F.E. itp .60:4a of this danmtal, is aay fow is pmkibed.ithaal lht -Jinn pmmissin ham A -I teal Imsts-Anlhaay 1. iaclo lll, i.L Fart Pierce, FL 34946 Job Truss Truss Type aty Ply RYAN HOMES / DORAL A0180761 XR5DRAL CO3 Common 1 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@a1 truss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Feb 14 09:49:40 2017 Page 1 I D:tdgFhvjEVYsg U3b_jPYJ3cyuE5n-shNm U H3vM8dGCMJd9a Mfivs?ZgOAozx_6i3vyzlGpv 1-0-0 5-5-0 10-10-0 1-0-0 5-5-0 5-5-0 3 4x4 = 5.00 12 5 3x4 = 1.5x4 II 3x4 = s-5-0 10-10-0 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 FBC2014/TP12007 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) 4 = 432/Mechanical 2 = 494/0-3-8 (min. 0-1-8) Max Horz 2 = 56(LC 16) Max Uplift 4 = 130(LC 13) 2 = 159(LC 12) Max Grav 4 = 432(LC 1) 2 = 494(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-583/460, 3-4=-583/460 BOT CHORD 2-5=-301/486, 4-5=-301/486 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) 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) 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. CSI. DEFL. in loc) I/defl L/d PLATES GRIP TC 0.32 Vert(LL) 0.02 5-8 999 240 MT20 244/190 BC 0.26 Vert(TL) 0.05 5-8 999 180 WB 0.08 Horz(TL) 0.01 4 n/a n/a Matrix -MS Weight: 38 lb FT = 0% 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 130 lb uplift at joint 4 and 159 lb uplift at joint 2. LOAD CASE(S) Standard Attic q! Mammde:e±wx er-r. P;lt4Uiir" a >, SttI J:E!`FI'tq&tQ.{.k i$E Yaup c`!laa,(:5A3;:{+e SF'{tlFm. 5W9i dki E bNBS1Ff1 1tf{leEtfd(b4 GS a: IjA T?h1Pa=t R d`3f{NPr:IB£b NLr.{.akECltk lBF![fit kSL kli iR4lVJl S NH kG6, Ij Aio W0 metre. h, kl IN 4 w,04. ii, i.s oS :C!.*w<En;Anthony T. TNeabo III, F.E. xrdn deMt bn.WlyfiArnsdemelk 'ex. e c.w Nea>0 egedakla kingl.'y .,ik ek rfetseF. aE S' e•I dl avaFk,ei flE txgpkul Relxa Nt ieN ih s_zxsayd'xyttp,ikl ieeadhetsb¢I1 eek,vuai 3t 380r83 YeM a e- srdrnaass S8 'E,sawtne!['gmtfxpresaigdF :feea Ispxa'SdYI>asened6CpktrsidisN aSRarreukNFwhgNml,ndN, @t dF sdxfekpv 6n.reeYfiksfeeLnzlea kglre,geketEtgaxkratlasM Jaews,e5x 4451Sr ..weBlvd, FortPerce, FL 34946 i•• a {x{sebttlaadz'¢ n.I grel kc Po+?fJn7!} f.pm3e itd.e(. Ttki as p±syrEejatK i. Na #WErirg:edps,ahn.shQ fatirraday hdflq..a ua{R.ald,aasak r, tCrei'n tlhE. Copyrigbt0 BUlb A-1 Ksdlissses-Anlhaar t.I mho lll, H. teprakmo dthis dmn t, it oay to,?, is prohibited*flhaal ihardtiea permissiatbe. A -I bot 4m,,s-Amhog1, lamhe 11P.L - Job Truss Truss Type Oty Ply RYAN HOMES / DORAL A0180762 XR5DRAL C04G Hip Girder 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Feb 14 09:49:41 2017 Page 1 I D:tdgFhvjEVYsgU3bJPYJ3cyu E5n-Ltx8hd4Y7RzctMxW Bt5bBwS 1 my9evFM4Dl RdROzIGpu 1-0-0 5-0-0 5-10-0 10-10-0 0105-0-0 0-10-0 5-0-0 1.5x4 II 3x4 = 1.5x4 II 3x4 — s 5-0-0 5-10-0 1 10-10-0 Plate Offsets (X Y)— 2:0-1-6 Edge] [5:0-1-6,Edge] 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 0.26 Vert(LL) 0.03 6-10 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(TL) 0.06 6-10 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.07 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -MS Weight: 41 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 5-4-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-2-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. REACTIONS. lb/size) 5 = 624/Mechanical 2 = 687/0-3-8 (min. 0-1-8) Max Horz 2 = 53(LC 12) Max Uplift 5 = 271(LC 9) 2 = 300(LC 8) Max Grav 5 = 624(LC 1) 2 = 687(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1068/496, 3-4=-943/473, 4-5=-1068/494 BOT CHORD 2-7=-413/935, 6-7=-408/943, 5-6=-409/935 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); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 271 lb uplift at joint 5 and 300 lb uplift at joint 2. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 187 lb down and 247 lb up at 5-0-0, and 187 lb down and 247 lb up at 5-10-0 on top chord, and 87 lb down at 5-0-0, and 87 lb down at 5-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-5=-60, 8-11=-20 Concentrated Loads (lb) Vert: 3=-123(B) 4=-123(B) 7=-69(B) 6=-69(B) 6aaq.fleese;nie'«drLG§CttDSi>,4tt:.C6.X[i4t"fSN.trCII hk)S:F^lil,"Etlr[i?S:SROai:SGlv.Nt`hrz Se9,k,iecprnasrsadres ca4:alss;rrrC.ip..rasfcgiiD[;m44sS.epetpLien4a ifi,ti.k(ee€re7#rnikhrz sse Uaes; is sx n s ad+a As TD: al+ dr:ek;easiriT sN k s'il he lDPnk+s6i S I. srt:tpte -a .pan: `a,exnartDt an-f..ftw. a pehs' a grgn'alnMhei whrsl aiid ha rDDed ifli # 9r ss.npnus, He? p d s+h#';ry aad.uah, 1 .hrN.s.,idy rpfsikh h tx.hsctn aRa.*kgcanR k 1ar ,a a a a #r.x xr«dEr: aRad ea. tk ,aah i*D n #x xatr ao- hrm #kx klkma>,o maaa knthoryT Tombo I.i, E3.E. 0083atrCrE3 Re EsObt „ga std Saenafn iixit sAathka f'Datka rraxxes ga#aaesfde r[dvgt apmtSatq nEf rpA!'sS +k Kef SEs mrek ea+nM gea:rcl pnitn'a [sl #ntesAa r<:a,¢Rt nE kSasih Lanz ku,sv trc P,g [rpautt at "rcs, ksaaexxu: nfau s3n.indaroA;r tCa#tq Mtn! htrio?Nelparses anf!K '#ei rss Desrpn ti ur. a. dT #a twtiit ste ar hss,ishn Fort P441St. ierce, JFL Blvd. p.q roaayk rq.;pur ndassmrd adatRa. FcsrtV:erce,FL 3:446 lopyrig;!IZ E016 A-1 pnoi Ireszns-Wheatl.I.M III,KE.it'Awion0this dowmah in anp ksgds prah=.bikd.itha¢i ther+aitsen permission1,o.A-11W Imsns-Anihaat Llmb516, P1, Job Truss Truss Type Oty Ply RYAN HOMES / DORAL XR5DRAL CJ1 Jack -Open 16 1 A0180763 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 Feb 14 09:49:42 2017 Page 1 I D:tdgFhvj EVYsg U3b_jPYJ3cyuE5n-p3VXvz4Aul5TV W Vilacq k7? FOMaheikES PBA_rzlGpt 1-0-0 0-11-11 1-0-0 0-11-11 2x4 = 0-11-11 0-11-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.10 Vert(LL) 0.00 5 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 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/TP12007 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 = 130/0-3-8 (min. 0-1-8) 4 = 1/Mechanical Max Horz 2 = 38(LC 8) Max Uplift 3 = 5(LC 12) 2 = 82(LC 8) 4 = 1(LC 1) Max Grav 3 = 8(LC 22) 2 = 130(LC 1) 4 = 15(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=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip 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 5 lb uplift at joint 3, 82 lb uplift at joint 2 and 1 lb uplift at joint 4. LOAD CASE(S) Standard Ner6y Fln>sdnrgdrre&ti de'A I10I, `III- iv._7^f{N3At IlYs6L'Ik.fNvli:JS'OM,"ILT"CjUNN"4[L IF{kC Wn. Irtdituip pn cdnsreE ral sere[ait's lrett Ce gr Anvn;;l@;wide 4rReep i. krte ll.is fdsaf 5ttrlleie t. redss dn'iu nrtelmft. l?A,nl( phfe sntdn ook 5 S k1I EbU M .I dE A[rtrus gnu{y p RFrr d ae1'gPi rgrtsedsnrrghxe ddeprt:suwl nq y Mei titert YxE ig¢ddt suyk t Eq]ad de 16G it n! ifl i. Cun re qYa., lua r lih »n ur Anthony T. Tombo III, P.E. at rs dh' ai kdtry' d i '1urdMg daC a dk tgnind Igif ag a ,ode arks df tt'd R( Iik lv lbipq [eH al R'I 7k p.. idf IDIl t rfiN d i. s, ird«E ykrtiq 1 r of ldm eak sad kd¢respesiwidtd -L 80083 Ztde rngE wiper C[edre'l Ageq rd'u de lgC rf7x pa h Ir iei ddrkimait egrnal Y}elr Mnmm.Ftflir IN ktY 1. ls4A er el t:p dpde iPll'dnesde rzspvsamlmn nd olm oft 1[a., kswJItis k.ire:ynnerti 4 dulau, W's 4451 St. Lucie Blvd. rde xn afmdkAExnenrpnd i kw N;irdl pies indsad lt¢tus Gre¢fngixn is k,l de k:Il ggrnpn i rs,.r:ku. hrxc tar kiElq dl epN-.rd Rrx.mauial n. rli Fort Pierce, FL 34946 epytight 2ll6AIRoaihussas-kothooy 1. iamhu lll; P.E. Revuduaioe of this dotuwc i—yloan, is Pmhihikd withoutAe wrinen Permission fremA-I Raol Tumas kraboyl.iod.111:1`.E. Job Truss Truss Type Qty Ply RYAN HOMES / DORAL XRSDRAL CJ3 Jack -Open 14 1 A018O764 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 Feb 14 09:49:43 2017 Page 1 I D:tdg Fhvj E VYsg U3bJPYJ3cyu ESn-HG3v6J5of3EK7g4u I I73GLXPsmtfN9_Nh3wj W HzlGps 1-0-0 2-11-11 1-0-0 2-11-11 2x4 — I 2-11-11 2-11-11 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 0.16 Vert(LL) 0.01 4-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.01 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 FBC2014rTP12007 Matrix -MP Weight: 11 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc 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 uide. REACTIONS. (lb/size) 3 = 70/Mechanical 2 = 187/0-3-8 (min. 0-1-8) 4 = 36/Mechanical Max Horz 2 = 75(LC 12) Max Uplift 3 = 48(LC 12) 2 = 119(LC 8) 4 = 35(LC 9) Max Grav 3 = 70(LC 1) 2 = 187(LC 1) 4 = 51(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=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; 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 O 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 48 lb uplift at joint 3, 119 lb uplift at joint 2 and 35 lb uplift at joint 4. LOAD CASE(S) Standard 9ntu}-Flere I}uet}!Ir rtdew fie 411g i19AiS Sul'} S[l3Af IE45 6:JK61A'C$ F'JS?g4,'FUYcrj ACA:6`:EfwYFtlr ko. (ad[te:l}t }a dns M rnl wkt n'dds Gest Ce<-ip Wexy?If'; M Ae leflarl_ [wke IRF.E leferntt 3Sniteiae rv_ Ec4st dr out sthl n At tCg, ul/ Wi kt etAr dd! Ml ktsetw.Ac D34k dA_As tins@sqx fy } Hh}F} A• nd u,'4 «pe:!dsma;tpan ddt pd! -nd ee}ion iy reps; liter to At ksgtdAr.;k}k t ly tlsn Ae/gC IF n ifll ta:n }• pze-, Ita } !ci s sat :y ui.nd A- A. ruoa A } 61o, dA, uwtr, At uwn." i4uh.-tom A-wu o ,it'ke urAn d!st QC, At ue Wlk6 I viy<,ane nu At"r"4 tnt Milks ins g!x sl Ifti,Tms, d,i,Wil1, wpmrl m. dk k,k& isp i Wd Anthony T. Tombo III, R.E. Ae St:Ax}g iper arc (nkcl All ni :rds AtlUC dfx palm Epeeln dAtle li.yC ym tSddr ldt d t(fli}lN.ktl I'at S}G stem tea, pa dpilt:e iPlle tes Ae Ryns lke nl efitsdlkl'i.,0.saw:.sess k: }t a}:aaarinss tkndt,Mn, nless s 80083 tAewist nfndNe:adrst tpat pe5 w inrsl}dl p•tn lenlrN ixia,. kia h;'oea is kale ta:ltiy Ptsipe_ i.s.tder. Ft}ka dlghllu} Aln}Mi.N s!.rs me ns bdiM a.'IN. 4451 St. Lucie Blvd. opyrigh}92916A-IinaiLnsszs-Anibayl.fnmboilij.L 4.91w.donntthis dvilmant,inany form,isprohibited withoutillewdulnptrmissionfrom AIhdTrossas Anthonyl.TJmb.II01. Fort Pierce, FL 34946 Job Truss Truss Type City Ply RYAN HOMES / DORAL A0180765 XR5DRAL CJ3A Jack -Open 2 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1 truss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Feb 14 09:49:43 2017 Page 1 I D:tdg FhvjEVYsgU3bJPYJ3cyuE5n-HG3v6J5of3EK7g4ul I73GLXQSmt2N9_Nh3wjW HzlGps 2-11-11 mN 2x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.01 3-6 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(TL) 0.01 3-6 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 9 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No-2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc 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) 1 = 116/Mechanical 2 = 75/Mechanical 3 = 42/Mechanical Max Horz 1 = 59(LC 12) Max Uplift 1 = 28(LC 12) 2 = 51(LC 12) 3 = 3(LC 12) Max Grav 1 = 116(LC 1) 2 = 75(LC 1) 3 = 53(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip 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 28 lb uplift at joint 1, 51 lb uplift at joint 2 and 3 lb uplift at joint 3. LOAD CASE(S) Standard Mudq Flms! nnewk¢reder I IDDi TMSBC S LLr Dam HNS L'ADInCNS CUSTOM! MTY) ANNC:. IDNMior Ix.. Intl De!ideDariq;I.C`; W nr hoof 1 Twk ULFi. Nana V-Mat - Delu, dln.ite.drd m nt TDD. Wt MiTth,. ddn Wlknetimdt TDChksdd. Us, I,,!, 2x Fgiwa¢:,SianNr k!'ne n:tadn.ryi60 rtireudsntt;gkxtdnt rtntswd ngh:niy n:p.:NAAr tr,krn'mdne sale im:lepidednne rDG mll,rda to 1. ikn yt n:r.ptms,leairy adAinc:dhii'.d Anthony T. Tornbo III, P.E. Wn dh fa., ml tiM ne p blmdor0 ar, Ra Cn .Ah terydun WIIagO p.n,ie dx udn'dt:eni nr lx Itxl 1'',Iliyd Wrfl 1. negp Idh 1U0 ni nlfield nr. ledtl lkuleq, d.ge,hlLr xk rytd hta n.pei dlrttd 80083 nt 6i lleq U•sper e(emd FAMu sdWhlkiDC dDx ryuket Iy Wundt'akMy[rynnl Sdeh Nh .mrxlliplNtkll f.' ISiUm d tlxµdpiGm 1%-le Tees kr ru'.Aadin nd AXn d r. h snq., Tm Stu" '14m W lost Menh:bru. tans 4451 St. Lucie Blvd. enmd!tnrmdpe;.a.ntgretynnnmay drw.n itWstd. lk rn,tanp[t7mars Llnr k:llmr Dnfpa, t, Srdu hiba dmr.rlly. Ml;ryMetl orx,nnddhN rtTl1. Fort Pierce, FL 34946 opyrighIZ20164-1 Roof Gasses- Aaho.y T. iamb. Ill: P.F. &epdad.niu of this dowmem, in enyfmm, is ptohiWall withm:ht .linen pttmission from 4 1 bal Losm-4ethony f Tomb. III; A.E. Job Truss Truss Type Qty Ply HOMES / DORAL A0180766 XR5DRAL CJ5 Jack -Open 7 1 RYAN Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Feb 14 09:49:44 2017 Page 1 ID:tdg FhvjEVYsgU3b_jPYJ3cyuE5n-ISdHKe6QQMMB kgf4s?fl pY4 WiAAf6cEWvjg H2jzlGpr 1-0-0 4-11-11 1-0-0 4-11-11 2x4 = r 4-11-11 4-11-11 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 0.41 Vert(LL) 0.06 4-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) 0.08 4-7 779 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix -MP Weight: 17 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 4-11-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 126/Mechanical 2 = 263/0-7-4 (min. 0-1-8) 4 = 64/Mechanical Max Horz 2 = 115(LC 12) Max Uplift 3 = 89(LC 12) 2 = 80(LC 12) Max Grav 3 = 126(LC 1) 2 = 263(LC 1) 4 = 90(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=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip 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 89 lb uplift at joint 3 and 80 lb uplift at joint 2. LOAD CASE(S) Standard Mmiy-neW MWtdle rnev 6x.'AI 100; IMt S y7` i[C3FI ELMS a r[mgIIIGtlS (gflONj fm rj Atrr:YtfIKLLiXr Me. Ivdl Oxip psm4ns W red wit u b't Inn Ce!ip mtvNg!IRJ) W me Idfwr I.Irrh Ip, t.F.lr!enis Surldne nt. etlrn d!x>,ite tx1e1 mRe r9.uh Wlstete«tht Ades sill it sets: Se ihOhHtdl. Astlrt„O:sr hoo'.Ia.Staxhl[rgivt mAtdmm rgm:msilAn Aral due nm.sWtfeyhmngn:rmlike 1.*,fiyp0tlesmyelm lgidtd re Im l6h.[?tun IN 1. rx i'namyt-, NRinl dmmloindr Anthony T. Tombo III, P.E. ut tY do k-ri AA4 M nttn3lilldM C*ra_R*Cate Ax- Im'np WN I0 g .Oho whd d14t q(, ne Im 1r 1 1uldy nkWRII 7!e p 1 I IUOW tq mN dh 7 et,'ndd yMBr. hr n1I. dw Wk ytid1 tla sltevdliNd = 80083 tle lr lhyD tiger era (rtdtdn All Wttsdtd n On III) W 7a pkrcr 1pel' IhMla.y( ym ISd¢Idxxdioe;ItSg),ifirW lr 1p W Stu et ides dW 1-d 1'1 e.In 10.6,"Wsi'41iAnWOn's d lh lna ft:pe..ins ge.igt:y mm W 1 intttdna.edess 4451 $t. Lucie Blvd. nn tttdmNhr;mnmepcpmNnnayrdpumN,tnd.Imo-t,sb artritenng.I4tseNiym!igm,tiI—SIM,Egmedegol Alltlddi.d.nl,mttdtnWaln.I_ Fort Pierce, FL 34946 orpight1) 2016 A-1 laontussts-"Any 1. Ianbe lll,?E le2miurtiar. of this dotutnev, in only form, is rrobiinel without She wsiffenftmissionl from Ad laof lnsus- Amboy 1. Ianbo ill;?J. Job ss Truss Type Qtv RYAN HOMES / DORAL XRSDRAL FCJ5A Jack -Open 1 PIY 1 A0180767 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Feb 14 09:49:44 2017 Page 1 I D:tdgFhvjEVYsg U3bJPYJ3cyu E5n-ISdHKe6QQM M Bkgf4s?fl pY4WQA9?6cE WvjgH2jzlGpr 4-11-11 2x4 = a 4-11-11 4-11-11 Plate Offsets (X,Y)-- 1:0-0-2,0-0-01 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 0.43 Vert(LL) 0.06 3-6 946 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(TL) 0.08 3-6 721 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight: 16 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or4-11-11 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) 1 = 196/Mechanical 2 = 129/Mechanical 3 = 67/Mechanical Max Horz 1 = 99(LC 12) Max Uplift 1 = 48(LC 12) 2 = 91(LC 12) Max Grav 1 = 196(LC 1) 2 = 129(LC 1) 3 = 91(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=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8a 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 48 lb uplift at joint 1 and 91 lb uplift at joint 2. LOAD CASE(S) Standard Bxaay Floe nemtFkirrera 6"1-I 10-VMS" Si.P" n[C3A{ I.tkS fi.]ACIII pS iJSrOMi{Cf P RUikrki[Oik:kl'brn. hrit/ te. gt N'sca rrt mi rmi east mdit irzts Ce y Artrny!IQ:; wl nr ienwr L feria P. r:.lr(tmr iiee!ldxe nr- Lckcs xti n tt1e1 m 6e iGa,m1( i4i7ak amxnaridssislli, to n .xakardc i r :aatrsrlya yr;dyrsg sk•t mairgg«pcemismmrkisa dnarra -alms ar ,a+khi nadm nr:tnyxt epic. n tue q m! in-f-r m ra :,.pew,, war dA1 nail AnthonyT. Tombo III, P.E. a ta- iw mr Ufliq rix n..Idn IDk tmernN n r. det gkaelisy. i pall. hm eak six 1 elm. nlrt+d $0083 na9,:IglO-spxrai(.0. An r din wl[T ft,FCiut dpui iW WSW wl liwp dpd skup'gaewmebatsM.ush:lwm,airs 4451 St. Lucie Blvd, rn— t& dNaia tM agWq. m -Pq yd ptim a.W lies .s omsn hgs.rfsa_rn< kuar kopn xL,s, W:ax Epee a'm kr niq-YI ryad' e!-xz. ne mudiaNa ni. Fort Pierce, FL 34946 opyright V 2016 A I lb f hs-s- Auhnny 1. iamha lll, P.E. &eprodudian. of ibis document, in any form, is prohibited wBhom the wdnen permission tots A I goof iruisn - k1bony L iambs ill; P.E. Truss Tmss Type= 1' y Ply RYAN HOMES / DORAL A0180768 DRALF FG1 FLAT GIRDER 4 JobReference(optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com 3-3-1 6-2-7 2-11-6 tun: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Feb 14 09A9:45 2017 Page 1 ID:tdgFhvjEVYsgU3b_JPYJ3cyuE5n-DeBfX_72BgU1 MzEHQjAXMmdaWaRLrsOg8NPgbAzlGpq 12-0-11 15-0-1 17-11-7 1 21-2-8 1 2-11-6 Dead Load Defl. = 11/16 in 1.5x4 11 5x8 = 1.5x4 11 1.5 11 4x8 = 1.5x 11 5x6 = 15x6 = 17 2 3 4 5 6 7 1 1 e 15 22 23 24 14 25 1326 12 27 28 29 11 30 10 ` 31 916 4x4 11 5x10 = 2x4 II 4x4 = 4x4 7x6 = 5x10 = 4x4 II 3-3-1 6-2-7 9-1-9 12-0-15 15-0-1 17-11-7 21-2-8 3-3-1 2-11 6 2-11-2 2-11-6 2-11-2 2-11-6 3-3-1 Plate Offsets (X Y)— 1:0-3-0 0-1-12] [3 0-4-0 0-3-0] [8:0-3-0 0-2-0] 10 0-5-0 0-2-0] [11:0-3-0 0-4-12] [15:0-5-0 0-1-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.85 Vert(LL) 0.27 12-13 >924 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.66 Vert(TL) 0.98 12-13 >255 240 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(TL) 0.08 9 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix -MS Wind(LL) 0.30 12-13 >830 240 Weight: 451 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2: 2x4 SP M 30 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.2 *Except* W1: 2x6 SP No.2, W3: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. lb/size) 16 = 4003/0-7-4 (min.0-1-8) 9 = 4616/0-7-4 (min.0-1-8) Max Horz 16 = 39(LC 6) Max Uplift 16 = 73(LC 4) 9 = 471(LC 5) Max Grav 16 = 4317(LC 2) 9 = 4641(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-16=-3429/71, 1-17=-11273/191, 2-17=-11273/191, 2-3=-11273/191, 3-4=-24056/1347, 4-18=-24056/1347, 5-18=-24056/1347, 5-19=-24056/1347, 6-19=-24056/1347, 6-20=-10882/696, 7-20=-10882/696, 7-21 =-1 0882/696, 8-21=-10882/696, 8-9=-3915/394 BOT CHORD 16-22=-27/1268, 15-22=-27/1268, 15-23=-537/20598, 23-24=-537/20598, 14-24=-537/20598, 14-25=-537/20593, 25-26=-537/20593, 13-26=-537/20593, 13-27=-1347/24056, 27-28=-1347/24056, 12-28=-1347/24056, 12-29=-1334/20125, 11-29=-1334/20125, 11-30=-1333/20122, 10-30=-1333/20122,10-31=-81/1232, 9-31=-81 /1232 WEBS 1 15=-17g/10473, 2-15=-425/0, Continued on page 2 WEBS 1-15=-176/10473, 2-15=-425/0, 3-15=-9785/365, 3-14=0/1194, 3-13=-855/4001, 4-13=-868/62, 5-12=-1370/135, 6-12=-14/4125, 6-11=-203f727, 6-10=-9696/668, 7-10=-669/0, 8-10=-644/10102 NOTES- 1) 4-ply truss to be connected together with I Od 0.131 "x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. Attach TC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=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 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonroncurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 16 and 471 lb uplift at joint 9. 9) Load case(s) 2, 14, 15, 16, 17, 18 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 786 Ito down and 305 lb up at 10-10-0, 337 lb down and 116 lb up at 12-2-8, 337 lb down and 116 lb up at 14-2-8, 236 lb down and 86 lb up at 16-2-8, 139 lb down and 61 lb up at 18-2-8, and 108 lb down and 70 lb up at 20-2-8, and 481 lb down and 219 lb up at 20-11-12 on top chord, and 326 lb down and 46 Ib up at 2-0-0, 326 lb down and 46 lb up at 4-0-0, 326 lb dawn and 46 lb up at 4-8-8, 326 lb down and 46 lb up at 6-8-8, 326 lb down and 46 lb up at 8-8-8, 326 lb down and 46 lb up at 10-8-8, 84 lb down and 94 lb up at 11-9-0, 84 lb down and 94 lb up at 13-9-0, 84 lb down and 94 Ito up at 15-9-0, and 84 lb down and 94 lb up at 17-9-0, and 84 lb down and 94 Ito up at 19-9-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Plate Increase=1.00 Uniform Loads (plf) Vert: 1-17=-60, 8-17=-185, 9-16=-20 Concentrated Loads (Ib) Vert: 8=-481 5=-337 10=-84(B) 7=-139 18=-786 19=-337 20=-236 21=-108 22=-276(B) 23=-276(B) 24=-276(B) 25=-276(B) 26=-276(B) 27=-276(B) 28=-84(B) 29=-84(B) 30=-84(B) 31 =-84(B) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-17=-80, 8-17=-205, 9-16=-20 Concentrated Loads (lb) Vert: 8=419 5=-295 10=-71(B) 7=-121 18=-686 19=-295 20=-207 21=-91 22=-326(B)23=-326(B) 24=-326(B) 25=-326(B) 26=-326(B) 27=-326(B) 28=-71(B) 29=-71(B) 30=-71(B) 31=-71(B) 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-17=-60, 8-17=-185, 9-16=-20 Concentrated Loads (lb) tWe aur-Flen±tW«gllr reM*fiel-1IOi*.tVSc S;_7^aFr9A11:EY36:7%DIfIJAS i7f'DMt"tUi'Y7lllk'S(41MEkrhrn. HfiP ia„p w^'%rzs«!•ed xhs«!4srrzss Ceela Brtrnt(1P''; dMt1tR«rClv.<f ffr'_itk:n!e15n!6ei«e r Edt:t 7tttu;!ehfa14e r20,«h odes side tta. -ol:«ea de_e sal. Dasi«Ey - r sIY l3gum n xln.r l0; ryrc:ms«%rartaxein nan,s««I «S ns pas Eign to'k ksyealffiesnfer rrixda A:lDF adt «dn lni. Gxa ron npec,, laa g dc,« s nti:dr Anthony T. Tombo III, P.E. e., do :: «r r,un« as F :efe,ad DD «• ak- < s ,II E uayon rzm ar a na lx rt MI wy wamrn-E. r y. dr mo r.rhu rn r. erarEwfreE ky of m. w q F Da ,q._fwnr E = 80083 wr=u.ros«ercuah «. %n« t r.. nrDc der n rn r a x c F[p.I try n nm r[urFw *ri r rsra.aad en apr _ml:ana•, mf a!«Faaaal, o- .:a:!o.sa,ra<rz«el a:x«a«Me:«ks 4451 St. Lucie Blvd. mr,«ra,aeyrcemmg«iepau.,ryad Area, uaam>a. f«[r,,. o«gar,9,:%rMuufyo<:fgax,«fa:us n[y.!:«E e;uq.m Md.aa n,r. «a as aefiax o. nr. Fort Pierce, FL 34946 eFpighi 0 2016 A -I Rnai 4-n- drthmr, T. b.t. ill: P.E. Re.p duNan of this daumem, in ony form, is Fmhihitzd'Antib—itten F—ission I— 6 l I Ns,es - lrthony L inmho ill; P.E. Job Truss Truss Type Qty Ply RYAN HOMES / DORAL XR5DRAL FG1 FLAT GIRDER 1 4 A0180768 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 Feb 14 09:49:45 2017 Page 2 ID:tdgFhvjEVYsgU3bJPYJ3cyuE5n-DeBfX_72BgU1 MzEHQjAXMmdaWaRLrsOgBNPgbAzlGpq LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8=-231 5=-168 10=-34(B) 7=-69 18=-384 19=-168 20=-118 21=-42 22=-274(B)23=-274(B) 24=-274(B)25=-274(6)26=-274(B)27=-274(B) 28=-34(B) 29=-34(B) 30=-34(B) 31 =-34(B) 15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-17=-59, 8-17=-134, 9-16=-20 Horz: 1-16=31 Concentrated Loads (lb) Vert: 8=137 5=68 10=69(B) 7=40 18=183 19=68 20=53 21=48 22=13(B) 23=13(B) 24=13(B) 25=13(B) 26=13(B) 27=13(B) 28=69(B) 29=69(B) 30=69(B) 31=69(B) 16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right):, Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plo Vert: 1-17=-59, 8-17=-134, 9-16=-20 Horz: 1-16=-8 Concentrated Loads (lb) Vert: 8=137 5=68 10=69(B) 7=40 18=183 19=68 20=53 21=48 22=13(B) 23=13(B) 24=13(B) 25=13(B) 26=13(B) 27=13(B) 28=69(B) 29=69(B) 30=69(B) 31=69(B) 17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-17=-59, 8-17=-134, 9-16=-20 Horz: 1-16=24 Concentrated Loads (lb) Vert: 8=137 5=68 10=69(B) 7=40 18=183 19=68 20=53 21=48 22=13(B) 23=13(B) 24=13(B) 25=13(B) 26=13(B) 27=13(B) 28=69(B) 29=69(B) 30=69(B) 31=69(B) 18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-17=-59, 8-17=-134, 9-16=-20 Horz: 1-16=-5 Concentrated Loads (lb) Vert: 8=137 5=68 10=69(B) 7=40 18=183 19=68 20=53 21=48 22=13(B) 23=13(B) 24=13(B) 25=13(B) 26=13(B) 27=13(B) 28=69(B) 29=69(B) 30=69(B) 31=69(B) Ue,eiq-Fletu tltlxyllt rsNea be`AI tO:?iCStS,k-.Yj, uERtlliik56::IkGIII AS:JS'GMj W4`i'?llCR;6FL9Y0f['Itra te:iesi¢pxnietarrnl u`ttn!Mthest Ct IgArttiut(IfB:; asd llete6nrC[,lal[.titAe'xte HeFeeltr -lilts oStt'sltt xdtinRe tC4, alt - xckt n rmtt l t,elm iceattral attirtetG:tx Fy ynad EgK fetta n y'msrg m ntt; pnKtan %a; ntlt K t :a n ltv tam my trr;l exan ioenlr.tattt%I. r a lge :tap ., Kz r leeet, m Anthony T. Tombo 1I1, P.E. Wet Ile ett ix wi hdq I, tk r to Ili? 0 de 0-cIe Govan sak'age6ntl Swd lG:7n,md+teekd o-fh Q'@e IIX Ihl al 'lligek to it 1. 1/ rr, l ells, TOP art M fill! Ik t. KMoR LAn 1wj"KiLhn wK' '.0: h tla ,gnispd z 80083 Ike 8r Umta-tres(ntee tlluis'em it In iGG 17ep Cin Wti.fnrdi bUq Uwwl SAh ldncedntt59tdksut it t. @Stu rt nM 1 I—m rif 1%IeSKSdS'tt1115ahlna eM 6fiS5AIk1nS. G:t:teK,iC1S Ge..nl:tgbnittil amh:lnn. etlm 4451 St. Lucie Blvd. efinw s. KfmNNs:xhMtgKdern'...nn lrtGp des Knhtd lket O,i&s:ee Ettixw is kifle 6eGtiq 6tslpn nLns, Sr:nx ht aeq ta.ltiet. Jl iGd sl na, ne is lfi«Iz'!ti_ Fort Pierce, FL 34946 oppight020164-I RbOtffOsi:i-b1hopyl. bmh III, P.F.R4aS0%urfiw. of this d0(v—t. 1000j'form, ISRSOhibimd'MIIII0wie WlllreePefW3SS100 Ire.44 ROOlflsiei-A01h00Y f. iam§OIII: P.E. Job Truss Truss Type Qty Ply RYAN HOMES / DORAL A0180769 XR5DRAL FL01 Floor 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1 truss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Feb 14 09:49:45 2017 Page 1 I D:tdgFhvjE VYsgU3b_jPYJ3cyuE5n-DeBfX_72BgU 1 MzEHQjAXM mdbYaO3rtig8N PgbAzlGpq 0-1-8 H r2- 6-0 1-6-0 , r 2- 2-8 , 1-6-0 0-8 r1 Dead Load Deft. = 1/4 in 3x8 = 3x4 = 3x6 FP= 3x4 = 3x8 = 1 2 3 4 5 6 7 8 9 10 11 3x6 = 3x10 = 3x12 MT20HS FP= 3x3 = 3x3 = 3x10 = 3x6 = 1.5x4 SP-- 21 21 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40. 0 Plate Grip DOL 1.00 TIC 0.78 Vert(LL) -0.43 14-15 >586 360 MT20 2441190 TCDL 10. 0 Lumber DOL 1.00 BC 0.87 Vert(TL) -0.67 14-15 >375 240 MT20HS 187/143 BCLL 0. 0 Rep Stress Incr YES WB 0.82 Horz(TL) 0.11 12 n/a n/a BCDL 5. 0 Code FBC2014lrP12007 Matrix-S Weight: 103 lb FT = 0 % F, 0 % E LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except` T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) LOAD CASE(S) WEBS 2x4 SP No.3(flat) Standard BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/ size) 12 = 1146/ 0-7-4 (min.0-1-8) 18 = 1146/ 0-7-4 (min.0-1-8) Max Grav 12 = 1146( LC 1) 18 = 1146( LC 1) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 3715/0, 3-4=-3715/0, 4-5=-4892/0, 5-6=- 4892/0, 6-7=-4892/0, 7-8=-4892/0, 8-9=- 3713/0, 9-10=-3713/0 BOTCHORD 17- 18= 012162, 16-17=0/4608, 15-16= 0/4608, 14-15=0/4892, 13-14= 0/4611, 12-13=0/2163 WEBS 10- 12=- 2391/0, 2-18=-2390/0, 10-13= 0/1714, 2-17=0/1717, 9-13=-254/0, 3-17=- 257/0, 8-13=-992/0, 4-17=-987/0, 8-14=- 98/743, 4-15=10W750, 5-15=- 353/9, 6-14=-348/9 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0- 0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. iq %n: e"Ifn*d h,'i -I INN RVSFS 1,'a„SEEMrevsa.Amnasrismumv--r`,itww'MunrI.n.t«.mi't -Ni. 'n.%:rr"A<n,r.:.tdr rr-rt Fdn,.-adF::erf.rrad,n IMair xilrir r0* 1 ullke tin YcTDOUil.di, Iselrus 0.9 Eqmr fee ms r00 rgrt:uis mtarrPx drier ra »arl uem W spa:ndt<k. l lrsgad%r sagki leial rr tee lOG Ir ne 1%1 i:.a ip yca ixa g i5 s dne',m Anthony T. Tombo III, P.E. t eel neInfn .Qitkr nr r-alArdhfi 6C H elkr Hgwf h kn'IGagO tee, Writ wnd dit ll ne 7 el i>I I IFq ekWP 1. Rr q..ldn r00ai o,•fieN tl rrss.z r yksdiee, t 11. An 'k q id katt [Fn»Irl7d z 80083 neSilCagOSN s(dnMAI[ dsPdknl@CNtNunn,h'a-1, Cy I4hMx mFlSnrFfiktint lSFA d /nfi dillsi%idnneesgxuYldezniknsd Lr,,A.kn.uuB,ge,ennilnssNuhMnnhss 4451St.LodeBlvd. etle nis. ahwlke. amYrtl rpxieNeeutre lr airy tiesrdrd inr Be: EeIfxn sE meR'111q Oezign Lau.rdm. hF® C !a#Iliq-Sll eryitd dbrz, ne rs ldiali 711 Fort Pierce, FL 3494b aa (ayyright 241d A -I Raai Trrnses ArthanyLlam o itl,$E. Rormtiaa d this document, in my form is inahbitedxdbaut'he weinen rermnuo'. henRl R dLtisas drahoap i.Iamio'31: P.E. Job Truss Truss Type Oty Ply A0180770 XRSDRAL FL02 Floor 2 1 RYANHOMES/DORAL Job Reference (optional) Al Noor Trusses, Fort Fierce, t-L 34a4b, aeslgnLaitruss.com 0-1-8 H1 2-6-0 3x8 = 3x4 = Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Feb 14 09:49:46 2017 Page 1 I D:tdgFhvj E VYsg U3b_ jPYJ3cyu E5n-hrl l IK7gy_cu_7pT_Ohmuz9pkzl2a IHpN 19O7czlGpp 1-10-12 1 1 3 011 2-2-12 0-A-8 Dead Load Defl. = 3/16 in 3x4 = 3x6 FP= 48 = 3x3 11 3x4 = 3x4 = 25 24 23 22 21 20 19 18 17 16 3x6 = 3x8 = 3x3 = 3x4 = 3x8 MT20HS FP-- 3x10 = 3x4 = 3x4 = 400 = 2n-cf-A Plate Offsets (X,Y)— 1: Edge,0-0-1 2], [14:0-1-8 Edge],[ 18:0-1-8Edge] [22:0-1-8 Edge] [26:0-1-8 0-0-121, [28:0-1-8 0-0-12] LOADING ( psf) SPACING- 2-0-0 CST. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) 0.37 23-24 670 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(TL) 0.58 23-24 428 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(TL) 0.08 19 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight: 146 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. ( lb/size) 16 = 26210-7-4 (min. 0-1-8) 25 = 1033/0-7-4 (min. 0-1-8) 19 = 1950/0-3-8 (min.0-1-8) Max Uplift 16 = - 66(LC 3) Max Grav 16 = 365(LC 4) 25 = 1050(LC 10) 19 = 1953(LC 9) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-3311/0, 3-4=-3311/0, 4-5=-4085/0, 5- 6=-4085/0, 6-7=-4085/0, 7-8=-2638/0, 8- 9=-2638/0, 9-10=-2638/0, 10-11=0/1771, 11- 12=0/1771, 12-13=-568/382, 13- 14=-568/382 BOT CHORD 24- 25=0/1962, 23-24=0/3996, 22- 23=0/4085, 21-22=0/3666, 20- 21=013666, 19-20=-24/942, 18- 19=-823/301, 17-18=-382/568, 16- 17=-382/568 WEBS 11- 19=-310/0, 2-25=-2169/0, 10- 19=-2548/0, 2-24=0/1492, 10- 20=0/1941, 8-20=-278/0,4-24=-758/0, 7- 20=-1200/0, 4-23=-272/469, 7-22=0/848, 6- 22=-390/0, 14-16=-625/421, 12- 19=-1328/0, 13-18=-402/0, 12- 18=0/801 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint 16. 6) Recommend 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-10d 0. 131" X 3") nails. Strong backs to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard pm4; ffen llemyllr « ewx 1.ie'1110",i'IPt4 ^SE..!f a[Ibl f;EkS 6.JACIII IS (JS fIMPrLTT' 1tgr;2f[RkE6P hr¢. irtit/ [e. ip N.ea.Nts ui rzd wtt n!tes lass Cep p Wexuy;IB:; midl{t 4ollw)i. teals ll; P i te+e eue SaMldee:rs?. Cdtss dittti se Stiel n lEt L'C, ede tUreksmeMtt Aldo sldlk sfb7 Gi 4le dH As4ir4:.0rin Fi Wrh Eej tl nm)76 q.M n4cghntdn,K t;snulegi. 4p i, lFh pr ixt syedCx ;hi Ijxd he 1 ¢m Ipl tvttp pc ,4si 14 sdhkrtlp Anthony T. Tornbo III, F.E. M a.d4' ss to ns 6dArp de p li d6e Crm,de Cwe eAp gen'.nh Shc&apC an n#x det d4 M dr lk Itn lsai 'ItgM IP 1 Tk R IEh ND f ,fiell dtl i. ,'rdsriy Eeaelhr3 I p nsl I mF _sin 1 @c sin wlrryd = 80083 nes u o gn N[nk m. AAn Ced4 aiCC dkz pka Ip 4 sd4 kitq[ .p IS21r do Rn {l ,p lF kt it gStu e.d t?xp cp l .Inn 5 s hesegnsmiMeS nd OR, d he T+"i 9 *' rv5 C penpner to I.—Vwhben, nhss 4451 St. Lucie Blvd. 0k.— N a Wool :al—F,4p .?O'k.nl pvn.IW t5 pra, oc Eq #e4t.r klruigC5lpn insi 50. Eg4a o n, l,:4fq.A —u ptiM—idiaf471L Fort Pierce, FL 34946 O eppight Z 2016A I1f30t Trtl5sei- Aeth00Yf. Tombs ill, P.E. R4f,viorf.n. of this 40rumeRifi—y fues, IS pohbildwilh00I'he wino0t4f@IsS100 from A Rol Tws5es- Anhay T. b.b. Ill; P.E. Job Truss Truss Type HOMES/ DORAL A0180771 XR5DRAL FL03 Floor 1 7plyry5obTRYANReference (optional) Al K001 I Fusses, rorL nesce, — o`ra`.u, 0-1-8 H 1 2-6-0 3x8 = tun: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Indust es, Inc. Tue Feb 14 09:49:46 2017 Page 1 I D:tdg FhvjEVYsgU3b_jPYJ3cyuE5n-hrI11K7gy_cu_7pT_Qhmuz9okzl8aJ 5pN 1907czlGpp 1F60 I 1-10-12 1-6-0 3x4 = 3x4 = Dead Load Defl. = 3/16 in 3x6 FP= 300 = 3x3 11 3x3 = 3x3 = 24 23 22 21 zu 1y to a , 3x6 = 3x8 = 3x3 = 3x4 = 3x8 MT20HS FP-- 3x10 = 3x6 = 3x12 = LOADING(psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 24 = 1065/0-7-4 (min. 0-1-8) 15 =-11/0-3-8 (min. 0-1-8) 18 = 1737/0-3-8 (min.0-1-8) Max Uplift 15 =-198(LC 3) Max Grav 24 = 1069(LC 10) 15 = 185(LC 4) 18 = 1737(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3392/0, 3-4=-3392/0, 4-5=-4249/0, 5-6=-4249/0, 6-7=-4249/0, 7-8=-2881/0, 8-9=-2881/0, 9-10=-2881/0, 10-11=0/1123, 11-12=0/1120, 12-13=-96/475 BOT CHORD 23-24=0/2002, 22-23=0/4120, 21-22=0/4249, 20-21=0/3871, 19-20=0/3871, 18-19=0/1240, 17-18=-475/96, 16-17=-475/96, 15-16=-475/96 WEBS 2-24=-2213/0, 2-23=0/1537, 3-23=-251 /0, 4-23=-805/0, 4-22=-207/549, 5-22=-260/62, 10-18=-2495/0, 10-19=0/1832, 8-19=-265/0, 7-19=-1110/0, 7-21=01782, 6-21=-36110, 13-15=-120/628, 12-18=-995/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. CSI. DEFL. in (loc) I/defl L/d TC 0.69 Vert(LL) 0.37 22-23 665 360 BC 0.81 Vert(TL) 0.58 22-23 424 240 WB 0.87 Horz(TL) 0.09 18 n/a n/a Matrix-S 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 198 lb uplift at joint 15. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 0 27 v PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 129 lb FT = 0%F, 0%E 9arfti flm Nmrklrrz' h A110 _'rmsS.1' i i[I3AtI IV58 Jkm !S OM tU71lre S EmV F 4 .lord k j p. nsm£ IxS h I s1C y ort r;ud6 knia rI I.es, nI. r Nk sxxW . W .. nd1 fi Ito, d, wt, zsae axrdmssldlx,seikrUToo4k,daA I — Dew fq s_..re;ebrEFpx.,fie A.,MTH.W5misme;,Fen,dnrp&..a.d<g.,arr..pe.adffigcft.Ipdr:irlle1-ftrimst elutulr, ex inl.T'xnyr:..arm,,Inditf Rrie,s,.eadim Anthony T.Tombc, III, P.E. Wr do i kmNadx fit r sia lArddeo Ik Crrx adM- epxA h Ndl r0 gs,ho and dE" I{'tle If W I 14q ed frr 1 M n Idf m0 of gfiN dqe 7. s, -rd[ ykultry 1 1 hl. bin Wk1 oa urnslilArd ? 80083 O mrau ro Vz ae Go- 1.Allaes sdMU N1oC lox lmrc 1} nx dfi NW it Rmt n 1 ,IISPr Y1 kf1 I'dSGA red f4 rs dpfx Inl fiestle srnlunnfQnesd kh „N ps,: ess N:r wm euI Vmfi Mn mks 4451 St. Lucie Blvd. rtN wn.«nadpr:xnad rgeed q,r¢w agl, si press e,de:A lxr,,,are,[erlxa is R:l n. runs aes rex_er true -roes rer.erm,,wwq..All.gadrd:wa.met adlmf.»m-t Fort Pierce, EL 34946 Copyright V 291bA 1 RaafTrams Arrhony T. Tamba III. P.E. Repsadatliar: at ibis doramee, in any form, is prohibited wahout!M1e written permission I'm Raaf bones- Anthony L Tomba ill: P.L Job Truss Truss Type Qty y RYAN HOMES / DORAL XR5DRAL FL04 Floor A0180772 Job Reference (optional) Al [toot I russes, Fort Pierce, FL 34946, designLa1 truss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Feb 14 09:49:47 2017 Page 1 I D:tdgFhvj EVYsgU3b_jPYJ3cyu E5n-91 IQyg81j HklbHOfX8C?RBi2i NC 1 JxJzbhuxf2zlG po 1-6-0 2-4-4 2-6-0 i 1-3-0 i 1-9-4 1 RAI 3x3 = 2 3 3x4 = 3x3 11 3x3 = 1.5x4 11 6x6 = 4 5 6 7 8 3x6 = 3x8 = 6-11-12 11-7-8 11-11 8 6-11-12 4-7-12 4- Plate Offsets (X,Y)— [3:0-1-8,Edgej, [8:0-1-4,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.36 Vert(LL) -0.05 9 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.32 Vert(TL) -0.08 9 >666 240 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) -0.02 8 n/a n/a BCDL 5.0 Code FBC2014rrPI2007 Matrix-S Weight: 61 lb FT = 0 % F, 0 % E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) 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. REACTIONS. (lb/size) 15 = 347/0-3-8 (min. 0-1-8) 8 = 216/0-3-8 (min. 0-1-8) 12 = 702/0-3-8 (min. 0-1-8) Max Grav 15 = 355(LC 10) 8 = 246(LC 7) 12 = 707(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-447/0 BOT CHORD 14-15=0/447,13-14=0/447,12-13=0/447 WEBS 2-15=-550/0, 3-12=-615/0, 8-10=0/281, 5-12=-379/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard x,iq aa,-ma.AAgasp.mr ium"ADS s{u,:r;>IAuursasse.usmnces,us owrun-A^ACAnfi o u:Arn:o. rarryi::l¢a a.a.a:aaka..,t::«k.kAk.aAp i naA gl.[.km,f ktC•asa rkla _wiF:mraaf<r alMnareo.alA brsissmnr daa MI a u.n "DCMk d! A tres Dsz Eqa" y:aky [q .m alerr rgas saagms amfah ia,rga ai ..p,; h:q ra ksywdn.:kpr ega9- Ya:1DD p ae iel r a p p .g !¢. ,ama nr Arthony T. Tombo III, R.E. i -dhir,s,!a. adk l! n p alm Of.0 &0 Aaud q— W WEE, D ' ,mt wkddi". ne lQ ! klv lx::Ifugedzat!!t-1. tke p,..Idik lDDal infield ne (. s; udet g6 7q 1 q uNl I ink zrt/ t idrttde 4— 80083 kHmgD }er sLa.uM. AD d :adnl IDE itxpfi snlp.e:Iw,elWUIV41(epneelSdrhlda Dm A[SfiAYD}ekI' WSrJserd aiKpa tp! a III)afianne espes lnaal¢MsalskL „Desge:.rsssgr.ip:gn—il1.—lse 4451 St. Lucie Blvd. ene;nse&Mhaia.MeQ ra.-Tq Aral pmestoM.Ile1— Da ae hlDvm is erne kliiq Desi—Ius, S,ft Eq wiry tMiq.;Jl d,e--n., anal.m1. Fort Pierce, FL 34946 CepyiightV 2016A-I bet ionises- Anthony T. iamb. III. P.E. R.pr.duNx al this document,in.ny form, is prohihited wiihom!hr. wrinen permission hn2Al Aooi tmssa Whoayi.iamb.11I.F.E. Job Truss Truss Type Qty Ply RYAN HOMES / DORAL XR5DRAL FL05G FLOOR GIRDER 1 1 A0180773 Job Reference (optional) n I nuui I url rice -, o . . ealynl,e i u uaa.wni Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Feb 14 09:49:47 2017 Page 1 I D:tdg FhvjEVYsgU3b-jPYJ3cyu E5n-91 IQyg8lj HklbHOfX8C? RBiznN7zJonzbhuxf2zlGpo 1-3-0 2-6-0 1-6-0 2-6-0 3x3 11 3x8 = 1.5x4 I 3 3 = 1.5x4 I 3x8 = 3x3 I 1 1 2 1 1 3 1 53x3 = 6 1 7 8 itIV 14 13 12 11 10 Jxts = 1.1)x4 11 1.bX4 it 3x8 = 3x6 = 12-6-0 12-6-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TIC 0.67 Vert(LL) 0.16 12 922 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.65 Vert(TL) 0.18 11-12 796 240 BCLL 0.0 Rep Stress Incr NO WB 0.72 Horz(TL) 0.04 9 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight: 64 lb FT = 0%F, 0 %E LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. lb/size) 14 = 1471/Mechanical 9 = 955/0-3-8 (min.0-1-8) Max Uplift 14 = 349(LC 10) 9 = 256(LC 9) Max Grav 14 = 1471(LC 1) 9 = 955(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-350/0, 2-16=-2806/1555, 16-17=-2806/1555,3-17=-2806/1555, 3-4=-2806/1555, 4-18=-3059/1659, 5-18=-3059/1659, 5-6=-2728/1339, 6-19=-2728/1339, 7-19=-2728/1339 BOT CHORD 13-14=-746/1582, 12-13=-1659/3059, 11-12=-1659/3059, 10-11=-1659/3059, 9-10=-398/1320 WEBS 2-14=-1 928/909, 2-13=-864/1307, 3-13=-255/301, 7-9=-1608/485, 7-1 0=-1 005/1504, 6-10=-284/172, 4-13=-412/293, 5-10=-528/676 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 349 lb uplift at joint 14 and 256 lb uplift at joint 9. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X Y) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 142 lb down and 345 lb up at 1-10-4, 142 lb down and 345 lb up at 3-4-4, 105 lb down and 345 lb up at 5-4-4, and 87 lb down and 345 lb up at 6-8-4, and 142 lb down and 345 lb up at 8-8-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 9-14=-10, 1-8=-100 Concentrated Loads (lb) Vert: 6=-62 4=-62 15=-623 16=-62 17=-62 18=-62 19=-146 M -Fg iktst%gd* a wx d t . 11N» SEti f EE%1A Rt 3 (k !^gS h7tEA "'tl fti 5gJf ebGY %( hrrs tafi hsse pF.t d f ad reef ei+ m i![i ns -,lip f £'ibf': Ftl;'s! StN i lrtail': t . tskeus sbea kfise a N`! s ah<a.. a s;xea CE a! M'463lma3r gFPt . I, n91. bet lbt 4 n nid Alt Tw i% tea e...{olifil gin t ses to sr TAN sea« -,ptu. rhl aA ui ltpu p M"NiM to 1. Milo 0 de igili ep h€ h.M ( r III t! is : Lgo, Fg eYu ht 1? mtts± l Mw.LxiA !, N:m[ib ml.M:+u.u5a•uFlaanika a 'AnthonyFTonftI;:,P.E, Rms' 3 at 4arl Jt1I' d M A dbutsbphiFft Aaae• wam ! eeiN(.&swM Mimi i mhrdiantx texifIo1 mIulgpmddil l8mae' a itt .zug 'ytp.. 3. hrYffi>sFGttxgsE¢Ui ,& wexi>-kT.d - 60083 e€ ird**le 4antlr Ac0rN ak"to; s rrts a0d7ort. 3lph1u, Q,*pgU'ua[Tasge.a uont x' waa4xe.at4451 S(.i.JCPBlvd, zt Fort Pierce, FL 3494ts Ctpyrig£1 ?DIb A -I gtai lmsses Anlh:ey11tm6t1lLP.E. £pmdtltitt ti this dowsoot. latwy E,m, isprahbild 0.1lh—iren perm sstae iiom MI£ani Irmts-Am6cag t.tnmEa llt,P.€. Job Truss Truss Type Qtv Ply RYAN HOMES / DORAL XRSDRAL FL06 Floor 1 1 A0180774 Job Reference (optional) Al Moot i russes, ton tierce, tL ,54U41i, aeslgnLaltruss.com 0-1-8 Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Feb 14 09:49:48 2017 Page 1 I D:tdgFhvjEVYsg U3b_jPYJ3cyu E5n-dDso909xU bscDRzs5rjEzOF3dnPw2CT6gLeU B UzlGpn Hi 2-6-0 1--I' 1-1i 4:9 113-0-I' 1-10-0 ' 1I3-0 t t 3x6 = 3x4 = 3x4 = 3x6 FP= 4x8 = 3x3 11 3x3 = 3x3 = 3x3 11 1"---8 Dead Load Dell. = 3/16 in 4x4 = 0j 1 31 ®I9 30 0 27 26 25 24 23 22 21 20 19 18 17 3x4 = 3x8 = 3x3 = 3x4 = 3x8 MT20HS FP-- 3x10 = 3x8 = 3x3 = 1.5x4 SP-- 4x10 = 20-9-4 2-% 29-10-8 20-9-4 4-10-0 I 4-3 4 Plate Offsets(X,Y)- 1:Edge,0-0-12],[24:0-1-8,Edge],[28:0-1-810-0-12],[30:0-1-810-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.99 Vert(LL) 0.36 25-26 680 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(TL) 0.57 25-26 433 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(TL) 0.07 21 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight: 150 lb FT = O%F, 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) *Except* B2: 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) 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. REACTIONS. All bearings 0-7-4 except (jt=length) 21=0-3-8, 18=0-3-8. lb) - Max Uplift All uplift 100 lb or less at joint(s) except 17=-297(LC 3) Max Grav All reactions 250 lb or less at joint(s) except 17=558(LC 4), 27=1001(LC 5), 21=1658(LC 13),18=1521(LC 14) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3105/0, 3-4=-3105/0, 4-5=-3671/0, 5-6=-3671/0, 6-7=-3671/0, 7-8=-2011/0, 8-9=-2011/0, 9-10=-2011/0, 10-11=0/2205, 11-12=0/2201, 12-13=0/1894, 13-14=0/1672, 14-15=0/1680 BOT CHORD 26-27=0/1860, 25-26=0/3684, 24-25=0/3671, 23-24=0/3148, 22-23=0/3148, 20-21=-1894/0, 19-20=-1894/0, 18-19=-1894/0, 17-18=428/589 WEBS 14-18=-772/0, 2-27=-2057/0, 2-26=0/1377, 4-26=-640/0, 4-25=-307/396, 10-21=-2627/0, 10-22=0/1983, 8-22=-274/0, 7-22=-1265/0, 7-24=0/882, 6-24=-406/0, 13-18=-158/488, 12-21=-561/0, 15-18=-1954/0, 15-17=-765/556 d[]I*I 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 297 lb uplift at joint 17. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Old 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 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 + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-27=-10, 1-14=-100, 14-16=-400(F=-300) wniq-Flay nwwdlrrerw.a Ex'Li lg:(?IISSB!S?"_' J`. gfAlAt I WS 6:?t%OICuNS iJS?OM,"tUfl`Y[C9CtECeY:kT iwa. lrtili kips, p'mdnc.N rwl res n d's?nss bsip0¢vng{IpJ; aN nr ttlSwr L?.sl:Yl; rF, hh en 5iw6enre nz. Cans as-ise sale[ wls'TED.,* 14?rkrweMu lien ulluueitnsnr'CCnlrldt isllrls. Elnp hii.. ii e, Slnekr tar "'nerdw MT10 ttrMs nwrpt I an for* itsipatir, stills,? try7edw art lCC Iretn rM 1. TE asi erwi, nnlallom srdan`rly Anthony T. Tombo III, P.E. wt., Ifn W . U&I 1, a, = 80083 tit 1.uMC•yxr eLnus,t .sil wt rMa4IDC N ep sl e, Ip"Imesdnekmtg(apx lShlr Me lion l(Siil listall ?. tSQ.V eeid xt br Cr dg'tac iMiiefines mt npnsdiCCts wt naesdlk lu.. Ctsiga,.iess mi f<6gaeertulnssgtnhrMn,nnss 4451 St. Lucie Blvd. Mnnsr ahelNt;aenadwerd ryn'a rimne FeN pNn hwhtt iv tn,s Desw Eg4ais Atl de ta.mtig Cesigew.wfrn, Srsne hgnta $wS H.IIb}tll ryadeel as,:,mntdiwl nlfsl. Fort Pierce, FL 34946 Coppight eD 2016 A RaoRbrsses- AnlhaoyLtamholfl; P.E. Reprodurli,u if this dommens, is any form, is prohihiied wilhaunha wrmen permissiaa from 4 1 hirf basses- Anthony 1. iamho III: P.E. Job Truss Truss Type Qty Ply RYAN HOMES / DORAL 1 A I moot I russes, rort rlerce, ru J9y90, UUblyll(Wd I OUJJ.LLUIn oH8 1 2 3 A0180775 Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Feb 14 09:49:48 2017 Page 1 ID:tdgFhvjEVYsgU3bJPYJ3cyu E5n-d Dso909xUbscDRzs5d EzOFHond72Qk6gLeUB UzIGpn 0M 4 5 6 7 8 Plate Offsets (X Y)— [1:Edge 0-0-12] [9:Edge 0-0-12] [17:0-1-8 0-0-12] [19:0-1-8 0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC D.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 9 n/a n/a BCDL 5.0 Code FBC2014rrP12007 Matrix-R Weight: 39 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No-2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) 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. REACTIONS. All bearings 8-7-4. lb) - Max Grav All reactions 250 lb or less at joint(s) 16, 9, 15, 14, 13, 12, 11, 10 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Auxy-Nem EsrAy t+;t_ rht'1;1 ZltUSi?i;'StL'[r',. kF37t ?f[Ma tD:ICIIMS:Fllu4(rD?CfiIf1RJr%AUI'hln. sitetehnne.fir; usfi sfAsl uhe T-0: arM 400 wfw wksa1 A; IN xk "Id, A!, t msw4ji-V yIn rTnwl n atyl., i n"In!wetyn ax.r W—whtrA Anthony T. Tombo lit, P.E. nAnedM I- Inn.R:IE?yisaeslkIaNSH]ex nIDa'NytNnm t>:eyi g ,ittw dd{k N,#4K wi.dtdaay Lead>NI tnyFrddh l Dtuwradt ,s 1![ ,s,'rawf r..ttng,zlNmurslku'alskl kPt srsrU4d # 80083 4t la.tly P"Mteax4a_3d res sdM eB l'6 a Nxt,es! hhesllkrrNrq(rttnea'Sd.+Y ltoreena tS(Stbskdt st SkA nntFaee6+i(n parel7rih a tP-`Mneesft ushrst a'.,nrlulesEro F.rss 6to,mn, Ip .6e.;a Ergun nt skarcJaman,hn e: l,Nafse trind i"IttYnl q'd ye h wltirty t!rP ln4 ±tPM, Ttt I! hur IgmmN iN7ttWigUs@w.airs3."A.bf-0 M i'Uml,13¢ o"d ttc5.- h+.i h IN, ort Pierce, Per.rce, FL ...IFL3 945 Blvd, ztFoapyri' EIZ2016A-IRoof irtssn-AmYegy1,I..h.IlL1`.r,111,P.L Job Truss Truss Type Qtv HOMES / DORALXR5DRALFL08Floor1 P71YRYAN A0180776 Reference (optional) Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Feb 14 09:49:49 2017 Page 1 ID:tdgFhvjEVYsgU3b_jPYJ3cyu E5n-6QQAN MAZFv_TtY2fYEUWcnHABubngtG3?N2kxzlGpm 1-5-0 0 3.4 = 3x3 II 1.5x4 = 2 1 Ell 554' A' 0• 3x3 = 3x6 Dead Load Defl. = 1/16 in 0-3-0 0-3-01 4-5-0 4-2-0 1 Plate Offsets (X,Y)— 1:Edge,0-0-121,[6:0-1-8 0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL) 0.00 5 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.38 Vert(TL) 0.07 4-5 709 240 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(TL) 0.01 4 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-P Weight: 25 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOPCHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4 = 739/0-3-8 (min.0-1-8) 5 = 739/0-7-4 (min. 0-1-8) Max Grav 4 = 739(LC 1) 5 = 739(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-376/0 BOT CHORD 4-5=0/744 WEBS 2-4=-819/0, 2-5=-961/0 NOTES- 1) Plates checked for a plus or minus 0 degree rotation about its center. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. 4) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-5=-10, 1-3=-350(F=-250) a.>Fn}ei a ragr=. neifm,.:lrca^s::-J'tn[s:rxttwse:aeain Ms:arou;unrixrt.a:lank;rrrRa.r.:art snN r,,amrtarslr trr'mt},ttcr.gamr..}p;; +nrem}1.ra n.r:wlrttaen.terdd.r..Ito, wr aivisa.skr dm mieeet lwn 3eGre dm. a:rars, n:tF. Ey - };azt [rt lk a'6a ryrctultmn:a}ma in }rec nay gr.}sa:laer q.tsigrame nrdr 1pvAM k.taa irm tnl eea lr .,a-} erw na.m Anthony T. Tombo Ill, P.E. W ,'t a ki kr art Wliq lt} alai rl an,., lierAkr HgeC de Wit.,0 9r mit, eFiz IrA, IIX Wfk1 1 w:IGg nk Wlrl Rc }p +n [lie Nd nl mr find atl i, ,s, ndrmgkni®g, i, i -st I cock :u son/ he } iiie}n = 80083 ka Cr ita}a ger itrrtr:m Fa wtes sr ra it klaC ni ge peclee: (peel ita k'dg(epa ISa'eh lna r }lSfl}ke;kll I ad iAA .erne• liar g ugi Hr iflleeficeslla ns}nsd imet ui naesA I-., 0.siae, .,ett sgr;g n,r me 1-k-kN. Ins 4451 St. Lucie Blvd. efk:. i.iefir kaCaenceingae luav'P:rxWwl }a7fn lan64 ln{ ,sars..sl Eegmea-s V14,14tig0en;an;xLess sO.[.I— Fort Pierce, FL 34946 opyrightD 2016 A -I Raaf Tresses- Arahony I.Tambe 111, P.I. RePodustiae ai this document iii ny form, is prohibited wiihouf!he mitlen permission from A-1 RaafTrosses- Amhory 1. iamb. M.8I. Job Truss Truss Type my Ply AID RYANHOMES/DORAL H I moui 1 ruses, rUFL rler6e, rL J4a40, Ue51g11(WG I LI Ubb. N01 ox8 1 2 3 0 I? qi7 Stt S1 q ; l ..... is 26 25 24 4 180777 1 ' Job Reference optional) Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Feb 14 09:49:49 2017 Page 1 I D:tdgFhvj E VYsgU3bJPYJ3cyu E5n-600ANMAZFv_TrbY2fYEU WcnSbBZPnt_G3?N2kxzlGpm 0148 3x3 5 6 7 8 9 10 23 22 21 20 19 18 17 3x3 15-9-8 15-9-8 11 12 13 0 o O ; 16 15 14 LOADING(psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 4 180777 1 ' Job Reference optional) Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Feb 14 09:49:49 2017 Page 1 I D:tdgFhvj E VYsgU3bJPYJ3cyu E5n-600ANMAZFv_TrbY2fYEU WcnSbBZPnt_G3?N2kxzlGpm 0148 3x3 5 6 7 8 9 10 23 22 21 20 19 18 17 3x3 15-9-8 15-9-8 11 12 13 0 o O ; 16 15 14 LOADING(psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr YES Code FBC2014/TPI2007 CS1. TIC 0.08 BC 0.01 WB 0.03 Matrix-S DEFL. in (loc) I/deft L/d Vert(LL) n/a n/a 999 Vert(TL) n/a n/a 999 Horz(TL) -0.00 16 n/a n/a PLATES GRIP MT20 244/190 Weight: 71 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 15-9-8. lb) - Max Grav All reactions 250 lb or less at joint(s) 26, 14, 25, 24, 23, 22, 21, 20, 19, 18, 17, 16, 15 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard h'Eq Leese r(rva 8e5,f_1t4Kx>;'SELiivEMBtt'lk.i(U i:Fl:S:C:RRd"EYI SiSR'4Mdi76!fXN Ma. Sn+hYa, lr a'ca arc ieN e§!a s ansA Ec ie;,lOf;W5r t4rnl :ro§s 96ii-trtrveeu iM{pfee sa ti_sr drr s erkriu[fA,adr k:e6;e kpIs.k,krz l (a ne lBl xea nid } i kig:epe _Ae,:akr iq' a,'ia:ealasr lRD ua nrfstkmxx he xSar sW np a y. .pas alM Wa<ks giahe eia Ii aq tad h<F18ah, Iflik 3.Irax;aas:, lady r s hki,t? zi pan... Gls.tnu. rein iimeaza- .Ivy.:x a. do t i _' „ nkhoryS.TombRIli, P.E. tt«.n r« n and err; I d ni Ixgrra da l« aa1 d .c uqa n p,a,ar amtuad r b i.ua M7td a 80083 3e le659M,tpc eai fttiiax !%tee sll nt tln r7 at W,pzt esetgdt *he 6sidlyt ayax Sd'r'u[oen 46[ptrskdN ISAr d rMr sl galue lg 6m. "#ingn,wjimi Ili%AI, She tau Rasapae to oup F"ri. at' ,kaadsaws,relen 1451 5t. .u[.e Blvd.iie*isr k.Nnt Ii a.owSri ge,ign a xianl l±IB plala erd!ef 'bet s %o-i pb}ror itl.. #a 4rag.e:uar.a i ass omA:'yun. d sn 1 'thr, kuE+:.ielq.e:sm a i:Sei ae t141. Copyrig#i i YD18 A-18anl Ireczes-AniAccr l.lamhe ll., F.E itprodutfian ai ibisdammea5 in aay krm: is pm6?bited s6aelthe e Ir Gen pclmizsiashoml l[cei Peat Pierce, FL 3494r irst<as- Aslhertl l.Inmi!a ili, Q,E Job Truss Truss Type Qty Ply RYAN HOMES / DORAL A0180778 XR5DRAL FL11 Floor 2 1 Job Reference (optional) Al Koor i cusses, rort merce, rL i4tivu, oes,gn(aa nruss.com 0-1-8 H, 2-6-0 i Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Feb 14 09:49:49 2017 Page 1 I D:tdgFhv]EVYsgU3bJPYJ3cyuE5n-6QQAN MAZFv_TrbY2fYEU Wcn IeBmTnIaG3?N2kxzlGpm 2-6-0 r, 1-3-0 1-3-0 0-4-0 Dead Load Defl. = 1/8 in 1.5x4 II 1.5x4 = 3x6 = 1.5x4 11 3x4 = 1.5x4 11 3x4 = 1.5x4 11 6x6 = 0 1 2 3 4 5 6 7 8 9 017 16 tr tr a 14 13 12 11 10 3x4 = 3x6 = 1.5x4 II 3x4 = 4x6 = 0od Io-a-u u-4-u Plate Offsets (X Y)— [1:Edge 0-0-12] [4:0-1-8 Edge] [9:0-1-4 Edge] [12:0-1-8,Edge], [16:0-1-8 0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) -0.32 13-14 >592 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(TL) -0.45 13-14 >413 240 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.04 9 n/a n/a BCDL 5.0 Code FBC20141TP12007 Matrix-S Weight: 78 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) `Except' T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) LOAD CASE(S) WEBS 2x4 SP No.3(flat) Standard 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. REACTIONS. (lb/size) 9 = 856/0-3-8 (min.0-1-8) 15 = 856/0-7-4 (min.0-1-8) Max Grav 9 = 856(LC 1) 15 = 856(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2519/0, 3-4=-2519/0, 4-5=-2641 /0, 5-6=-2641 /0, 6-7=-901 /0, 7-8=-901 /0, 8-9=-902/0 BOT CHORD 14-15=0/1550, 13-14=0/2641, 12-13=0/2641, 11-12=0/2099 WEBS 9-1 1=0/1 196, 2-15=-1714/0,2-14=0/1071, 6-11=-1324/0, 3-14=-338/0, 6-12=0/894, 4-14=-508/128, 5-12=-455/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. Ynnr-Fkn, dngklf rervti Ix'1 I Itt;f rI.SrB; SFiJ'; 5[SIAt 1,7N5 a rOA.IlIu.S (ef'OY; rfirlry 2([.,YtE[aY:kr Iw.. Frt.F ki r (e.sdns ui xl w',t albs Inn k q,.xrurnT.j mltle I.IMr I.I,.k II, Fl.lefe n;e Sier.ldxe n, eelev Men se rdel n ee I.., ed/ Y,1" tlw dde, rob ie,:,lixa,1"Yktre l„1,,.,o.,lqii - ,, sr,ctoy I'l n"—#s 6"A m.1'.N rq.-Imndnt Erd,rsl,wf,gk„mrr::xo: brn 4; to h1q. 4 IN salt I—hIoee„me INalf, W. 1Nl.r eriP.-Fex Jdinu Mu:, uiWdy Anthony T. Tornbo III, P.E. Mn dC, ss itt u, k-di. M F ml.rd A,6 x,e:C+u .dlu ni geCnY WY'my0::sx,h3 rake alit N(tle IN 11*al.d9dll.yM=.u/RII rk eq,+,Idhe fhb ul earfiH dtle lens. i,dkiy qe rlllaFO nor me (,ehWx. NlMes sa,dulk l6C IM Fxfim IFu..n dHek Yry[qual Sd,A Nx .m;NS(lPll:kel R lINA e,nk teMp dpi6xe 1N1l:ka l.m,l.:1qsr.,.i es,:frtldmItu., .pFngs.d1 de 7 sid:lrted -i 80083 x,: n, r,,WoN,,d eIR, do- 4451 St. Lucie Blvd. tlx`.,Is rhNN,:,mM,Qxe gnYwtmq ly nl p.n bnlul ice trrs kdatgmxnl.1Y,kYYr kcis,n,xinss S,sfe.. hrmnOmM!fbr. iY nMde,/kx,mudefi,drcgll Fort Pierce, EL 34946 epyright 02016 A -] chat bosses-A.iho.yi. lamb. III: P.E. Repmd.riaa Of this dolumem,i...y form, is propiIited wisb.unbe mimeo permissi., from AI ra.f I....a,- Amhooy f. lamb.lIL F.F. Job Truss Truss Type Qty Ply HOMES / DORAL A0180779 XR5DRAL FL12G FLOOR GIRDER 1 1 RYAN Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 0-1-8 Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Feb 14 09:49:50 2017 Page 1 I D:tdg FhvjEVYsgU3bJPYJ3cyuE5n-ac_Yai BB?C6KSI7 EDGlj3pKXwbB? W FQPlf7bGNzIGpI 3x3 = 1, 3X3 11 1-3-0 2 0-10-8 3 3x3 = 4 3x3 II 2 W W1 W1L1 1.5x4 11 1.5x4 11 7 6 5 3x6 = 3x6 = 4-1-8 4-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL) 0.01 7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.50 Vert(TL) 0.02 7 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC20141TPI2007 Matrix-S Weight: 24 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP M 31 (flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8 = 1059/0-7-4 (min. 0-1-8) 5 = 880/Mechanical Max Grav 8 = 1059(LC 1) 5 = 880(LC 4) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1204/0 BOT CHORD 7-8=0/1204, 6-7=0/1204, 5-6=0/1204 WEBS 2-8=-1447/0, 3-5=-1447/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-10, 1-4=-100 Concentrated Loads (lb) Vert: 3=-756 9=-757 fto'Nlertuk,e spdSe i., i lama to-o 1 In-L .ka 3 ss paes.b r exr`x s h4 t,. Anthony T. Tornbo I", P.E. a„edtllst 1 .WGylsssu.aiimaii t u r a,Taat,dadebua;in u,nExoa 1xlkr(,zesxwmludM4rr r.a.t+t.ikga,a.rsela,rca ,ds .rr ri a+q n,Id N;"ts x ulsar:,,.s nd 80G$3W01 ,rprMtae,A 34.n.soW.9 M A*go :'a n{Mra@qq( Fdthsaxffi ztu","t1a +r rnst.rer,a «rtP-1o4,n.ra. a";us1#Is u srrirnrsdn,t.rsm:,".I—N;r.r.-,.4 ,u m<,WIr:r, tau"f,lM,ei»,.uu` Japul rytE 4+1Aigh V:p'ies r: ittt'k I*rss Jts,p teikrcs, Xk.#,k ry esm..,a rnss'.t9:n igneq dat ueeiA}. 7. ¢rlt3N irr,s tttakttula lFE-I 4451 St. Lucie Blvd, Fort Pierce, FL 34946 1e64 111. F.L Job Truss Truss Type Qty Ply HOMES / DORAL A0180780 XR5DRAL FL13G Floor Girder 1 RYAN 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com 0-1-8 H , 2-6-0 1.5x4 II Run: 8.020 s Aug 31 2016 Print: 8,020 s Aug 31 2016 MiTek Industries, Inc. Tue Feb 14 09:49:50 2017 Page 1 I D:tdgFhvj EVYsgU3b-jPYJ3cyuE5n-ac-YaiB B?C6KS17EDG Ij3pKU Hb5V W9QPlf7bGNzIGpI 1-3-0 ,I 1-6-0 Dead Load Dell. = 3/16 in 3x6 = 3x10 = 3x8 MT20HS FP-- 3x3 = 1.5x4 II 3x8 = 3x8 = 18-9-0 18-9-0 Plate Offsets (X,Y)- [1:Edge 0-0-12], [6:0-1-8,Edge] [18:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) -0.32 13 >684 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.85 Vert(TL) -0.51 13 >437 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.72 Horz(TL) 0.09 11 n/a n/a BCDL 5.0 Code FBC2014fTP12007 Matrix-S Weight: 94 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) Except* 6) Hanger(s) or other connection device(s) shall be BOT CHORD 2x4 SP M 30(flat) provided sufficient to support concentrated load(s) 86062: 2x4 SP M 31 (flat) Except* lb down at 15-11-4 on top chord. TheWEBS2x4SPNo.3(flat) design/selection of such connection device(s) is the W2: 2x4 SP No.2(flat) responsibility of others. BRACING- 7) In the LOAD CASE(S) section, loads applied to the TOP CHORD face of the truss are noted as front (F) or back (B). Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD LOAD CASE(S) Rigid ceiling directly applied or 10-0-0 oc bracing. Standard REACTIONS. (lb/size) 1) Dead + Floor Live (balanced): Lumber 11 = 1683/0-3-8 (min. 0-1-8) Increase=1.00, Plate Increase=1.00 17 = 1125/0-7-4 (min. 0-1-8) Uniform Loads (plf) Max Grav Vert: 11-17=-10, 1-10=-100 11 = 1683(LC 1) Concentrated Loads (lb) 17 = 1125(LC 1) Vert: 9=-780(F) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3624/0, 3-4=-3624/0, 4-5=-4731/0, 5-6=-4731/0, 6-7=-4401/0, 7-8=-4401/0, 8-9=-4401 /0 BOT CHORD 16-17=0/2116, 15-16=0/4487, 14-15=0/4487, 13-14=0/4731, 12-13=0/4731, 11-12=0/3367 WEBS 9-11=-3707/0, 2-17=-2340/0, 9-12=0/1143, 2-16=0/1668, 8-12=-316/0, 3-16=-258/0, 6-12=-538/206, 4-16=-954/0, 5-14=-321/0, 4-14=0/700 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. Wmuy alms: rymmdle rerkv Em'A 1 tC's'tt«'k J';, iEC3A11:1%1 B.JSPIIIvtS iJi CM "Iltfrl#YN4A':EW4;#1' lam. frcbr k.i¢ p v:anc xi gym! ales n!rys hess C<.iyr Cnxuy!IC:; and Xa ldlwy t. teak C r: IM. n e Sae"Cdxe ne. Crless c'Ixsise sMHn rye iG6, nir fut:t axm;Idessldlk 14 -CCnkrdt asal3f:sC:sipEr' -.. p.Mt,t h wm;t6".e.mismrce( dlkr,r e-an<aSn,r yn:e:ea.ft ftet<atanry,:n a IerelednYztua pmemtN-i. r. eega, rym; Ih s:dlsi m AnthonyT. Tombo III, P.E. n!. IGs-. la: nl kkr rye. i ImdAxC keC n dkn ri gedwq tall rC .-14 414dia Q $1 IIX Wlk Tr 1. tiz lei iC0 lmtfiN dtl i, rcdty kmlay. 1 ye- 1 xnnwh xsiu kks yn uliFtd g 80083 rye;a lligC -gmen (adt ,t .AflM sr duryelC 1'k patim [pediass dtk&ti etr zpt ISt hrdw limm tl1 114 kf It i !s&A d iRr; Pd iPllidia stle restnubino mi diiesdry:ln.0.s«m; nss Ce: ga a4emmlisss YaMe.M i_adecs 4451 St. Lucie Blvd. Me•ne aefiadkaixnacgrmt na,. v rrghaa psr mlrN tle ln.s Der.«rer r s t_r ryek.uia; oeclpn. arts, wryer rq nr la,u'ar. dl CCd.al:nr., ne 4c lefiad.mt Fort Pierce, FL 34946 opyright37916 A-1 Wusllmsns Aethuny i. iantha ai; P.F. Rtcmduniuu ul disdarumo-nt, in anyfarm,sp,ohilBed Without?ha wlitlen feimissiaafrnn 5-I faaiFrrtszs Arthnyt.T.Il.III; P.E. Job Truss Truss Type oty Ply RYAN HOMES / DORAL A0180781 XR5DRAL FL14 Floor 6 1 Job Reference (optional) Al moor I cusses, con Fierce, rL 34`J4b, aesignLattruss.com 0-1-8 H 1 2-6-0 1.5x4 II 1.5x4 = 3x6 = 1.5x4 11 1 2 3 Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Feb 14 09:49:51 2017 Page 1 1 D:tdgFhvjEVYsgU3bJ PYJ3cyu E5n-2oYwo2BpmW EB4ui RmzHybl tgd_SBFdVYWJs9opzlGpk 1-3-0 11 2-0-0 11 2-0-0 Dead Load Defl. = 3/16 in 3x3 = 3x4 = 1.5x4 11 3x6 FP= 1.5x4 11 3x6 = 3x3 11 4 5 6 7 8 9 10 1-v 3x4 = 3x8 = 3x8 MT20HS Flr 30 = 1.5x4 11 3x8 = 3x6 = Plate Offsets (X,Y)—j1:Edge,0-0-121,(18:0-1-8,0-0-121 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) -0.33 14-16 >677 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(TL) -0.51 14-16 >435 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.08 11 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight: 94 lb FT = O%F, 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except* T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) LOAD CASE(S) WEBS 2x4 SP No.3(flat) Standard BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 17 = 1014/0-7-4 (min. 0-1-8) 11 = 1014/0-3-8 (min. 0-1-8) Max Grav 17 = 1014(LC 1) 11 = 1014(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3161/0, 3-4=-3161/0, 4-5=-3798/0, 5-6=-3798/0, 6-7=-3153/0, 7-8=-3153/0, 8-9=-3153/0 BOT CHORD 16-17=0/1887, 15-16=0/3768, 14-15=0/3768, 13-14=0/3798, 12-13=0/3798, 11-12=0/1925 WEBS 2-17=-2086/0, 2-16=0/1409, 4-16=-671/0, 4-14=-258/449, 9-11=-2119/0, 9-12=0/1358, 8-12=-254/52, 6-12=-972/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. dq-rl.mm.}drr..».m.'ana'; rme's;s:.:s;.sErtal€tease .>ab,nbb;Ebsou rucr},Elga«[[wu:rrWa. rrera.sip p,.:.nr:n.me.d.:n4srr.„b. p5,Am.yI f..kr.r: skeko., brks.dl—vild.oa.tb0.Mf fliisk,, tt }Idrs sbdlkt, r dyE4 ,&tied,.m TV qi,,ssd ... risrsict 96 } k i.ad«{ w prr libh lu ftE E.sisp A 1k suy.r E.ek r IDb }urn 1. ra } n - ka } E dai.ar Anthony T. Tombo III, P.E. zt uEcud[- W Wit. Ik p. iclm d A.0 ,ae G—r A _d w p. Wit p 0-' .e It ne.d1.lra W ENI 1 ll'".d ER t. 6e silalh rDDW pfeN tl Tr ., udrEm}M41. b} ] 1 tk a1 Y. rpr dliad 80083 Iki.liie}0iper.o!(W P qu ili-q"I ,ft.k is 1ilIMiNt}Ea. IS>!Irldn r iStiir ftp* rWhit. dr Eisl gsisisdpl . If eefircs ft. .gnsd laies and b:'liecdp L.,.O.z:rea, ,ess k: }.:.g'reerm to vud.:m...d..s 4451 St. Lucie Blvd. rftnwna «tnWNl:wAcl.gmep.«uiaa k, clpn U.hd ixrrr. &s.a Cc}eis R.I&6i Uuq Oni}.e t.s,.r:xr. N}im eurli ltiq. :ll:gddC.l a:masodirNU.fl-I. CapynghfD 2016'AIgoof Times - 4r:lhiry 1.b.bi06P.1. Rtb.odurfiv. of thisdocamem, inaay farm, is prohlhned withow.he wrfntn ptrmissiea from 4-IRuaf Twists- Aathooy 1. Iombolll: P.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply RYAN HOMES / DORAL A0180782 XR5DRAL FL15 Floor 6 1 Job Reference (optional) Al KOOr t russes, i-ort vierce, t-L J4H4b, oeslgnr)a-t iruss.com 0-1-8 H 1 2-6-0 1.5x4 II 1.50 = 3x8 = 1.50 11 1 2 3 Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Feb 14 09:49:51 2017 Page 1 ID:tdg Fhvj EVYsgU3b_jPYJ3cyu E5n-2oYwo2Bpm W EB4uiRmzHyb 1 tej_RSFbPYWJs9opzlGpk 1 1-3-0 it 2-5-0 1 1-3-0 1. 5x4 II 3x4 = 3x4 = 1.5x4 II 3x6 FP= 4 5 6 7 8 Dead Load Defl. = 1/4 in 1. 5x4 11 3x8 = 3x3 11 9 10 11 0 a 3x6 = 3x12 MT20HS FP= 3x3 = 3x3 = 3x10 = 3x6 = 3x10 = LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) -0.41 13-14 >602 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(TL) -0.64 14-15 >386 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.11 12 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight: 103 lb FT = 0 % F, 0 % E LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except* T2: 2x4 SP No-2(flat) BOT CHORD 2x4 SP M 30(flat) LOAD CASE(S) WEBS 2x4 SP No.3(flat) Standard BRACING- TOPCHORD Structural wood sheathing directly applied or 4-7-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 12 = 1133/0-3-8 (min.0-1-8) 18 = 1133/0-7-4 (min.0-1-8) Max Grav 12 = 1133(LC 1) 18 = 1133(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-3662/0, 3-4=-3662/0, 4-5=-4777/0, 5- 6=-4777/0, 6-7=-4777/0, 7-8=-4777/0, 8- 9=-3689/0, 9-10=-3689/0 BOT CHORD 17- 18=0/2135, 16-17=0/4527, 15- 16=0/4527, 14-15=0/4777, 13- 14=0/4545, 12-13=0/2181 WEBS 10- 12=-2401/0, 2-18=-2360/0, 10- 13=0/1668, 2-17=011689, 9-13=-254/0, 3- 17=-259/0, 8-13=-946/0, 4-17=-957/0, 8- 14=-1181718, 4-15=-105/738, 5- 15=-396/22, 6-14=-384/30 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Recommend 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. Me:' xiq-Fltasttltuagllrrena he'5110:`*I4St5'Si..`.i".n[C9F[I:W56:J1CIII CS:JS`Mi'rVi'i'j3(:C:6':E Cl:ki'ke.+erBt p w'te insta rat tMes antis i•escC<9gt Urtxieg;IM;; aad Uelthart rteke lf-P.e-leek_<,ean S!1nw Brless ataxiu sitel to lEt lEA. xl( urtz ma dna: szl t,aah x cehl +aa. astrt ,g::rqh-y e, rmm r s>n :om n rqa: ns mar rA «edh:p rc:suwltq tttnyrt:¢a:aikry 1 ae n ehd r;d:Nwx+t rggtdt,ain rot. r i Pm:=®., m t n c, mrry Anthony T. Tombo III, P.E. sett. Ihz sfor ath& h na80083 Yt Naalhyg grra!( aaSaJ AIIrzles s: en eln.lgC dYx pMira !1'relw Ihr kildgC spe IS,fatf lnu r I(Srlltll'4eA lrr nds&A t.n la:p n¢daa 1Pli nfiaes ht nyms lnes and arrcsnn La,,gs'7ts;. ns M.B 3'at<rea l•tsskmhJa n, nless : - 4451 St. Lucie Blvd. e8e r s. tef elN aCnnMtgettern er,t/ae lr rl names inal,N. to traksmCtN'rxt+isC.itle ti.lnq Nesiae_xllar, dynes Etsate atam Nllitl. dll.tMnetl:erss ae asN tiaedsmJ. Fort Pierce, FL 34946 CepyrightD 2060 NIL htbony i.Iamhn ilL P.E. Repsod.di n of this dommec innny form, is prnhhited aiihnutb. mitten permission I— 5- hnflirsses Anthony E.Iom9a ill; P.E. Job Truss Truss Type my Ply rs i r uui nuaaca, run rrotcc, IL —1.,wo, uemynts ta i uusb.wm 0-8 b v 36 35 3x3 = 1 RYAN HOMES / DORAL A0180783 Job Reference (optional) Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Feb 14 09:49:52 2017 Page 1 I D:tdgFhvjEVYsgU3b_jPYJ3cyuE5n-W?6J?OCRXgM2i2Gd KhoB8EPzo0_6_EjilzciKGzlGpj 0- H 8 3x3 = 3x6 FP= 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x6 FP== 3x3 3x3 20- 11-0 20- 11-0 Plate Offsets (X,Y)-- [1:Edge 0-0-12],[37:0-1-8,0-0-12] [39:0-1-8 0-0-12] LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.00 19 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight: 95 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 20-11-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 36, 19, 35, 34, 33, 31. 30, 29, 28, 27, 26, 25, 24, 23, 22, 21, 20 FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard daatg Nnst'>xmsN7 iak.. he 4 t rilAS'r3,fEU CEk3n";[RiCGk t'i?ai:CfT_M"S1r01 k:5tl9F>J'GYF5i`hta_ttt kase, nmtkscsd reF tdt:eltk;;nssC:9•rxxit;+lfiT; wi to Hhm FJtsrsa 83ai hirctut SYrdkftsr eC.es. x*as r,7e skeintierW, a.(+ ki; tt tt 9o•Ptts n} st-0En he ib uknid xi tie F een t. .£tidq:gi h. e wxriGG str rea« r..hmsttN xo' ul teP r t.ps2+kr faC u,i u§r Sl i edxhe tJG h ¢18 i. ietrrQ as npa ,I q w sxi kia? xdtuddi 9 mtte :u sx r:mxh>5 . .:.e- to dnm, rC 9 '. Anthony T. Tombo I", F.E. l ;e sq 'gm.it ct xut tx If, 1<M' h. led e«sx;:Fd tad fl! Ine gMtttldnt l'n It iek F 14 s, vst yxadSa{ nn{t.: fdM meat ItkM ssa G:led 3 BU r$3 tokebtGe.+gr.4(tent6r .ltlte, smtNnt6e t^bmhe pates atttl i+ sa®e id t s9m•M Sxh9'9x3(a9i Tr'ip 1 1 t'ptl S29vt tdt tzsal.g i lxt,e Pl 5[uts it rt-ryt>iaRcr W On 0Ar f— 1 Gt.. Exyq> a 4. 451 SP, Wde Blvd. a'tzr.ur #mdartCvJ egeH gtxh.xxpS E±tMrN vnLN. 7tln 8sr5s FgLe«4s 5J 3tgaar 7tsai s.ghm:gktradmdrfitr kx7ce,7ti,7.c„ul x, lcadplMd_ tCopyrigb9d: 1016 A-1£aoll9rsus-knihasyl tom6e 771,P,€.£product;oeythis lemmeo'i'myItm. is prafiibked 9doxl the wdtn permislio,, tom ktgoof irxsxs-kolficcyt. temi!n lii. p.E Fort Pierce, FLS945 daatg Nnst'>xmsN7 iak.. he 4 t rilAS'r3,fEU CEk3n";[RiCGk t'i?ai:CfT_M"S1r01 k:5tl9F>J'GYF5i`hta_ttt kase, nmtkscsd reF tdt:eltk;;nssC:9•rxxit;+lfiT; wi to Hhm FJtsrsa 83ai hirctut SYrdkftsr eC.es. x*as r,7e skeintierW, a.(+ ki;tt tt 9o•Ptts n} st-0En he ib uknid xi tie F een t. .£tidq:gi h. e wxriGG str rea« r..hmsttN xo' ul teP r t.ps2+kr faC u,i u§r Sl i edxhe tJG h ¢18 i. ietrrQ as npa ,I q w sxi kia? xdtuddi 9 mtte : u sx r:mxh>5 . .:.e- to dnm, rC 9 '. Anthony T. Tombo I", F.E. l ;e sq 'gm.it ct xut tx If, 1<M' h. led e«sx;:Fd tad fl! Ine gMtttldnt l'n It iek F 14 s, vst yxadSa{ nn{t.: fdM meat ItkM ssa G:led 3 BU r$3 to keb tGe.+gr.4(tent6r .ltlte, smtNnt6e t^bmhe pates atttl i+ sa®e id t s9m•M Sxh9'9x3(a9i Tr'ip 1 1 t'ptl S29vt tdt tzsal.g i lxt,e Pl 5[uts it rt-ryt>iaRcr W On 0Ar f— 1 Gt.. Exyq> a 4.451 SP, Wde Blvd. a'tzr.ur #mdartCvJ egeH gtxh.xxpS E±tMrN vnLN. 7tln 8sr5s FgLe«4s 5J 3tgaar 7tsai s.ghm:gktradmdrfitr kx7ce,7ti,7.c„ul x, lcadplMd_ t Copyrigb9 d: 1016 A-1£aoll9rsus-knihasyl tom6e 771,P,€.£product;oeythis lemmeo'i'myItm. is prafiibked 9doxl the wdtn permislio,, tom ktgoof irxsxs-kolficcyt. temi!n lii. p.E Fort Pierce, FLS945 Job Truss Truss Type Oty Ply RYAN HOMES / DORAL A0180784 XR5DRAL HJ5 Diagonal Hip Girder 4 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 Feb 14 09A9:52 2017 Page 1 ID:tdg FhvjEVYsgU3b_jPYJ3cyuE5n-W?6J?OCRXq M2i2Gd KhoB8EPouOr7_ECilzciKGz1Gpj 1 5 0 7-0-2 1- 5-0 7-0-2 Dead Load Defl. = 3/16 in c2 N Q N N3x4 = LOADING ( psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.24 4-7 343 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) 0.31 4-7 269 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 24 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SIP No.2 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) 3 = 181/Mechanical 2 = 372/0-4-9 (min. 0-1-8) 4 = 97/Mechanical Max Horz 2 = 171(LC 22) Max Uplift 3 = 184(LC 8) 2 = 264(LC 4) 4 = 32(LC 8) Max Grav 3 = 184(LC 35) 2 = 381(LC 35) 4 = 128(LC 3) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL= 1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 184 lb uplift at joint 3, 264 lb uplift at joint 2 and 32 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 106 lb down and 46 lb up at 1-4-9, 106 lb down and 46 lb up at 1-4-9, and 66 lb down and 74 lb up at 4-2-8, and 70 lb down and 76 lb up at 4-2-8 on top chord, and 17 lb down and 5 lb up at 1-4-9, 17 lb down and 5 lb up at 14-9, and 10 lb down and 1 lb up at 4-2-8, and 13 lb down and 49 lb up at 4-2-8 on bottom chord. The design/selection of such connection device( s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 10=7(F=4, B=4) 11=-16(F=-9, B=-8) uriey nees=MaNdre de ilia."Ir6c5,'X:Er' eER3AfIt4I5 JAmII nS,JS ON "611tC`3(AC'.iY EEhM #rhr litfPn. do N. ! 'E- f ae'.p me' 6!Irm;ln Idlay l.f t 1:. P: leti. S !6d _CI ?nti '[kl n ICD it ra pen szsik M agkk d! ! Wssft-lqa .:,. P.ma ks n W aas,6 «Irc.Ms w pda dd rw ed e k y..em: d6M n xT In :eld lesx deli[ ¢ . IN I. c, ta* P%e g ein . m Anthony T. Tombo III, P.E. r nE. iM1 fieemi Nis'sIk P 'wlirydgu0 e• O.s dkn ly,ann tnilnp0 s,rsfieue.nAnell:,nrlS(alfklrl 18eg+a Mltli ;keep Idfi N@ ! r0'li a'tl t. 'dHnrkrda. l s II aneul d l ne }n >la60 = 80083 e ne61!'ur OeslprreM (aaz tn. Ali.%s: aduI 100lif putin !p Tinsel he Na" 5W'.I SAk Mnadra(6tS iWi'.k6 k 1..1 Stu .e id Ilur r—d lee 1111"-ieesne rnlrxudlnes nidnndn•1n., 0.s;.ay: s9e.iga ag', eer e i bras 4nfi.Mn, eeless g451 5t. Lucie Blvd. e&! rs. aefa Naiaenaleg Mryn.ew.mnkMp 6n hn[eN tnrm,eoein hrhw J&k:Nia6Oesipn,nLav Srdex hl+e:dn,t Ilia;. dl ¢IadhN-nx, ne as 9dinl §.;iii. Fort Pierce, FL 34046 Copyright V 20641 haoiLusszs- Aethonyi. lam50 Ill, P.E. Realndani.. of this document in any form:is prohibited vishounhe amen permissian iron 4-1 hoof Trrsszs Anthooy i. tamhn.If: P.E. Job Truss Truss Type Qty Ply RYAN HOMES / DORAL A0180785 XRSDRAL HJ7 Diagonal Hip Girder 4 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Feb 14 09:49:53 2017 Page 1 I D:tdgFhvj E VYsgU3b_jPYJ3cyu E5n-_Bgh Dj D317UvJCrpuOJQgSy4EoEajbMr_dLFtizlGpi 5- 2-9 9-10-1 5- 2-9 4-7-8 2x4 = 1.5x4 11 5 3x4 = LOADING( pst) 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 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 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 ouide. REACTIONS. ( lb/size) 4 = 125/Mechanical 2 = 512/0-4-9 (min. 0-1-8) 5 = 330/Mechanical Max Horz 2 = 169(LC 4) Max Uplift 4 = 94(LC 4) 2 = 223(LC 4) 5 = 95(LC 8) Max Grav 4 = 125(LC 1) 2 = 512(LC 1) 5 = 330(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 11=-885/244, 11-12=-865/248, 3- 12=-826/255 BOT CHORD 2- 14=-341/830, 14-15=-341/830, 7- 15=-341/830, 7-16=-341/830, 6- 16=-341/830 WEBS 3- 7=0/271. 3-6=-883/363 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TC 0.36 Vert(LL) 0.03 6-7 999 240 MT20 244/190 BC 0.44 Vert(TL) 0.09 6-7 999 180 WB 0.39 Horz(TL) 0.02 5 n/a n/a Matrix - MS Weight: 41 lb FT = 0% 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 94 lb uplift at joint 4, 223 lb uplift at joint 2 and 95 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 74 lb down and 17 lb up at 1-4-9, 74 lb down and 17 lb up at 1-4-9, 37 lb down and 45 lb up at 4-2-8, 36 lb down and 43 lb up at 4-2-8, and 61 lb down and 87 lb up at 7-0-7, and 60 lb down and 87 lb up at 7-0-7 on top chord, and 10 lb down and 2 lb up at 1-4-9, 10 lb down and 2 lb up at 1-4-9, 10 lb down and 1 lb up at 4- 2-8, 9 lb down and 1 lb up at 4-2-8, and 25 lb down at 7-0-7, and 24 Ito down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 13=-52(F=-26, B=-27) 14=3(F=2, B=2) 15=- 14(F=-6, B=-8) 16=-38(F=-18, B=-20) Narwp- Fins?timep!¢rei im AItD`etLSSCS;SF!:3'SEItAt 13.456Utoln' SEWg9stgr1)A{[Xn;;wftTtue. tedp tevp pay. -des W•nl etesnnfs I•as Ce. je D segR[';Wtte td;airtr.mIF..P: tek ea,'s Sin!Mxe rr, Gxlssse'.4x: se P.dttaIReiDD,rdp iNL• i aaxMr pid stiila Eia i..DG a! dl.k 1 ,Derr Ery ,Sle:un7 Erp ibM .n (D•+ep narcryex dap vnd er; q ,pw:6iYh k. Yx ksipdtlxurple fgeh.EeYuTDD IP ri i%1. Tua p p •.4n turiei ,ediadm Anthony T. Tombo III, P.E. ZtWeedn Ix mIU ar p lih d1l. nab ae d nrpn ft iedl pD a, ian tad rdf tt d Id Ehebl lay As WTii i. k % u TH EpfiH tl T, ..644Wil p, Mi ¢il t WF tea kaz :presiulil7 rl = 80083 Me Rz I1gD i#er as (rtCe.M. AA d ern a In, IOU W'k'new-.1 r:el' 4t'xteli{(agent shi Idn t' itsppinMi T 4IGA e id tix1—id pa- I licefivetMrtgnpoet ad n:aesdlklu., D.ssm:..wss Deop;a;an ail thhl a eabs: 4451 St. Ludt Blvd. r1k:ana adWka;tdret epaedryaz var_Ir iparoa nrabad. 7p Gn„Desgr Gt'eis R'itkRlliq Deslpa aLn, rdec Eq a a' reutliq. 91 padi:ad:nx,antsNal k. ptl- Fort 1 St. L FL Blvd. oPyrighi 2d16 A -I RaoiTtasszs-Aothary i. Tamio!IL i'.F. RsPwivaian of this document, in any form, is Pmhihited.,than?,he .litien Permission from A Root Lossas Aothnny T.lamho ill; P.E. Job Truss Truss Type Qty Ply RYAN HOMES / DORAL A0180786 XR5DRAL J5 Jack -Open 5 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 1-0-0 1-0-0 2x4 = Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Feb 14 09:49:54 2017 Page 1 I D:tdg FhvjEVYsgU3b_jPYJ3cyuE5n-SN E3Q3Eh3RcmxMQ?S6gfDfU DYCZaS8i?CH5pP8zlGph 5-0-0 5-0-0 5-0-0 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 0.51 Vert(LL) 0.07 4-7 855 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(TL) 0.09 4-7 665 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight: 17 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 5-0-0 oc purlins. 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) 3 = 127/Mechanical 2 = 264/0-3-8 (min. 0-1-8) 4 = 64/Mechanical Max Horz 2 = 158(LC 12) Max Uplift 3 = 139(LC 12) 2 = 122(LC 12) 4 = 9(LC 12) Max Grav 3 = 127(LC 1) 2 = 264(LC 1) 4 = 90(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip 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 139 lb uplift at joint 3, 122 Ib uplift at joint 2 and 9 lb uplift at joint 4. LOAD CASE(S) Standard Ha.ky Flnsz darq!¢re..fae 1110 .?INSs kl fk3lll ENSfi dlOIN 15.JS OM"kgt=YSlt[RrS EC.Y.prfi ierBt ie g, M a+s ui, lod 't Ce qr Urtrq'1; mdp dote FCtest<I. F. ter. .Sue*ldu EI et vis smil @ICU uIt ut:eraaxraeden:s lt eFettx%c.gefifi,aa.a,ir,..nes:FgmY:.....Fe,rlFfiy .ue,wmrto;,gn.unw«gr:du,Frei.s i e:+fyr..y.oa+tfi. le;ydm,:nhem.leFf x„ merdp.a:ntn-rF ai m.pr .Im:F.,dnr,c:amai:m '.. Anthony T.TomboIII, P.E. s1n de 1nsk:wPhl&r. p pesismrdA.C.ae•,BxC., dl ,gn!uq fwlfa0 9r nNe Wndf k,h,iK INxI I IkgnleulrPN.Ihe}rldfo iC0uls,fiW e'fl r s,hdlgtas7m%,, t p' t d ik Idl -! 'rlNpd4 L80083 Ilr8iligllmer. efukM. tllMssrMBlt_IDCdlepeacr Ip.Noe.I tkklig(cp, ISd Ir NG .sa NS[Ilid,kt tFt ul s&F s, i9 Ikx.; dpil .lml'du'tle kh.Ma.uhss 4451 St. Lucie Blvd. edn. i,e«wlnF :.. Wk q. gq.f pr mhilIk1a,.C,s:nlq-is1-11,k:Nq CalwulIns Semen Eepu. V.g W114. nl rq.dud--111 MM1l 'tlt. Fort Pierce, FL 34946 Rtora wim al this darumem, i. e.y form, is pr.hNTA without he writlen permission I'm A-1 kml lwises - Aathoay L lamb. ill; P.E. Job Truss Truss Type Oty Ply RYAN HOMES / DORAL A0180787 XRSDRAL J7 Jack -Open 12 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Feb 14 09:49:55 2017 Page 1 ID:tdgFhvjEVYsgU3bJPYJ3cyuE5n-wZnRePEKglkdZW?C?pLumtl HncrCBby8RxgMxazlGpg 1-0-0 7-0-0 1-0-0 7-0-0 3x4 = 7-0-0 7-0-0 Dead Load Dell. = 3116 in Plate Offsets (X,Y)- 2:0-1-10,0-0-81 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 0.93 Vert(LL) 0.21 4-7 399 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(TL) 0.31 4-7 270 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix -MP Weight: 23 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied. 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 = 183/Mechanical 2 = 342/0-3-8 (min. 0-1-8) 4 = 91/Mechanical Max Horz 2 = 156(LC 12) Max Uplift 3 = 129(LC 12) 2 = 99(LC 12) Max Grav 3 = 183(LC 1) 2 = 342(LC 1) 4 = 128(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip 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 3 and 99 lb uplift at joint 2. LOAD CASE(S) Standard 4451 St. Lucie Blvd. aenky-swsrmmr,y rek n!-Im.rsm<s;s:;r^s[sat[rwsa,.umn es;n ou; umrluKl:e[ecu:srtuo. mart in rmar.d r reN w troa:,reet,aaaa urorignoe; roan¢ am q[.rrocs n: t._rrlore;rs Eda e.t.. wn.: d[n.:e rt[<amne reo. rop Inlea[ee4nMnuyldr,,k4lceesel4.7<'QCnk dn-Assiros, anm Eggs :-. rmhs Eap d Mrox,'C; egre:Msmecry0xrdne Hrressaael nna -r eqw; bibh Ax #Iruladns slur -lgid+a ens l6Gtdr nnn lFl 1. I'.rn qr N na rtlnsMfAfar Anthony T. Tombo III, P.E. 4 ' fy mWi, M r i'nr dneC Ik C.s< AM k4W Iq W1.1P "i' u 0do Ir n iIX ifk lrl' lliynk W IN L Ikt W 1d lk[Do W Vfiam nr 1. -C rkdhg, Ix r II.1 k sii 1 rr>lns hind 800$3 nrrIlryPgxs[ro- J ACM qkn iCC do pttrrs IP r dh kidq[aq I Bela du Cm7sGr11'kall t d1IX ee d !; dp-1F 1 fiusnens4esdl esWH e,dn le„0. e , IwssC:p ysrnWlnnWxdrtlrcn edess rnnxy afmNhr.xhet i»ahcl rres-ndrd. Ik lra,t"[e-is VIA, 6xN Cm W.1!-h epeeeprv t a w . ndnr ro.tuq. tll ludl.rl xs., ue st adml n'!I-l. Fort Pierce, FL 34P46 C. pyrigdt9241AA-1holfress:s A,4nny 1. limb. ill.H. Rtnl.6dix of this dommmt, in any lom,is PrANIodxohounhe mrinn germinsi.n6e.A-1Roof Truss-,- Avismy I. inmb!ll: P.I. Job Truss Truss Type Oty HOMES / DORAL A0180788 XR5DRAL L01G Hip Girder 1 PIY 1 RYAN Job Reference (optional) Roof Trusses, Fort Pierce, FL 34946, designgal truss.com Run: 8.UZU s Aug 31 ZU1 b Pnrlt: S.UZU S Aug 37 ZUIb mi I eK Inclustnes, Inc. I ue r-ec, 14 uu:4`,1:30 Zu1 f rage 1 I D:tdgFhvj EVYsgU3bJPYJ3cyuE5n-wZnRePEKglkdZW?C?pLumtl OXcuZBaA8 RxgMxazlGpg 1-0-0 5-0-0 9-0-0 14-0-0 15-0-0 1-0-0 5-0-0 4-0-0 5-0-0 dvd — 1.5x4 II 1.5x4 II 3x4 = Dead Load Defl. = 1/16 in 3x4 = 3- 5-0-0 9-0-0 13-8-8 1 -0 0 3- 4-8-8 4-0-0 4-8-80-3-- Plate Offsets (X Y)-- 2:0-0-2 Edge] [5:0-0-2 Edgej 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 0.50 Vert(LL) 0.10 7-8 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(TL) 0.13 7-8 999 180 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(TL) 0.04 5 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix -MS Weight: 52 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 4-2-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-9-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation nifirip.. REACTIONS. lb/size) 2 = 952/0-3-0 (min. 0-1-8) 5 = 952/0-3-0 (min. 0-1-8) Max Horz 2 = 40(LC 13) Max Uplift 2 = 623(LC 8) 5 = 623(LC 9) Max Grav 2 = 952(LC 1) 5 = 952(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1680/1187, 3-19=-1509/1125, 4-19=-1509/1125, 4-5=-1680/1186 BOT CHORD 2-8=-1020/1495, 8-20=-1021/1509, 7-20=-1021/1509, 5-7=-1019/1495 WEBS 3-8=-31/300, 4-7=-31/300 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=15ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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 623 lb uplift at joint 2 and 623 lb uplift at joint 5. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 320 lb down and 393 lb up at 5-0-0, and 137 lb down and 168 lb up at 7-0-0, and 320 lb down and 393 lb up at 9-0-0 on top chord, and 122 lb down and 89 lb up at 5-0-0, and 50 lb down and 29 lb up at 7-0-0, and 122 Ib down and 89 lb up at 8-11-4 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: 1-3=-60, 3-4=-60, 4-6=-60, 9-14=-20 Concentrated Loads (lb) Vert: 3=-163(B)4=-163(B)8=-113(B)7=-113(B) 19=-67(B) 20=-44(B) Bartmq Flmitlmagkl. re. n k119 `r1 c55, ,t fi3Alf WSfl u9GIGgS:JS Cll "tUYY 1(KR €EWY YI'k _frdtce lgfa' dr eS elute 1I p_r GxYr!IBG;eUIFe lrte rl[ hll.r iehr Srpltlx Gr1 'emnl nr0 Ir atiirkca.rxn+yaes sodl iea.ea k.'ih PC rokrelf_A etre.. De'T5w _..*"Ity ftim'.n.;m ae WTr rgrcanl,+a:<.gnx: am rrah..uad eanaentr..«a.6i2h to Gz R,pd k will, tmi tgidd. lk lGG uU, ul. IM 1. rme.ig n. gpae., Ixe i li5ae.,xWM! Anthony T. Tombo III, P.E. dn cab sk mr Oil! n r uiih al AeG kuC x d is n'. MSmILnrU am,: bmlt"dfa ir'llk K Wml faa Iliq<ea nfll he na•Idn @g¢t aq field rn loss; ndeaiq Mitr3, I p 4w. 1-gs'td@n •muglmd a 80083 nerAuagGsgmmetiftw411MsranieIli IG HSxPttie niw. r dtmt,,Wgof tSenitIn mWtRI'lihmeer. asr,arem et,,.P ariaam.INl rterayns Imo adage0Im1,'.>gsilm..rv,skip Eq—niI.- Wts' 4451 St. Lucie Blvd. emm m« radNatauri pae inrvr,aymi prrsi naalv>iti¢ta, Gera Gru[.tM 6,•:Niy oasipm tay.r:nx.6rxr a'mt:ttia#. .UI.giMtrd:s me a, adnHu irt. Fort Pierce, FL 34946 Ggrright92014AIAcafFressas-drihortt i. iamho lll: P.E. Ramoduaim!althisdocument, in ony hlm, is Prohi9oed'xi7haur!he waitaen permiuianfrnA 4-I Anal Gntnr Wh iyl. Iamha ill; P.I. Job Truss Truss Type Qty Ply RYAN HOMES / DORAL A0180789 XRSDRAL L02 Common 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 Mi I ek Industries, Inc. I ue Feb 14 U9:49:bb 2111 I I 7-0-0 1-0-0 4x4 = 3x4 = - 1.5x4 11 3x4 = Io 0;3 8 7-0-0 13-8-8 14-Or0 03 8 6-8-8 6-8-8 328 Plate Offsets (X,Y)-- 12:0-1-2,0-0-41,[3:0-2-0 0-2-41[4:0-1-2 0-0-4] 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 0.60 Vert(LL) 0.05 6-11 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(TL) 0.10 6-11 999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.11 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 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 44-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-10-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 620/0-3-0 (min.0-1-8) 4 = 620/0-3-0 (min.0-1-8) Max Horz 2 = 53(LC 13) Max Uplift 2 = 290(LC 12) 4 = 290(LC 13) Max Grav 2 = 620(LC 1) 4 = 620(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-766/633, 3-4=-766/634 BOT CHORD 2-6=-393/631, 4-6=-393/631 WEBS 3-6=0/280 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=15ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip 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 290 lb uplift at joint 2 and 290 lb uplift at joint 4. LOAD CASE(S) Standard txrtl Fltm tlaxadlr reew.Eu'1-110"": 71Sc i3,'.-;S^, SFK3Al I:L436:Jk0f1 1S;C3'CM rF9iFCjtEKK Y:FLe11:kI'Itra.ir.C/qt p. n4ntxE rxl x4 xduslrtssGvle Artrsq;IR7 wdtltlnCmllltrfe fl.P:.leh n,aixe!tdtr .tlle's s!Iealst s!delmllelEg, tNt dill;nsta+Klmssldlkt ttr'kt.hRmktdA A I .s gsse. Etna.-, ss ;d7 h1 :M p Ih"rgrc;edsnx gAa dnt rykt - nl etg n3 .ryn: hkh ix. 3t ksisad@t sredt rts he:d a h, iCGt It nett llFl. lice A ryx., lays ItAx .eihi:dt Anthony T. Tombo III, P.E. td tseAp k mk Hae be N FRdkC &tC tkx' qeM E kiHvgC gn,a7 xrl drill II de lIX it Fnl leieg td=tH to 1. Ik p..ldt N®nt ai field t'dei ;ird in; k.die3 P- HIMx 1 to Ni 1 fit rtsltsiWd(d ? 80083 He $3HH1C ryer a(xerl Kg xt ei .F IG W.F& r Frisurslxn d He WWI; (tgx ISdtlr W—W,16014hMi I. al5VA aed llx lm dstk g-,gt eq—n1—M-NAa nit" elk .ds. tdadht.amed eq yxsw.iYSNdl Karq.sH ahtd.In7a. Cesx G9txa is p,ttkk111q Ceslpn aLtv<tsHa hlase dtxM Ilitq. Sll sred'.:l arx. ae is ddiW a'fl-I. - 4451 St. Lucie Blvd. Fort Pierce, 34946CopyrightZ2016AIUNues- Anhay 1. lombo ill;?.I. Reptoduaioo of this dommeat. is any to,.,isRmhibilzd withoot!bewrinen¢ermission trnn A I Root Nuns- Amboy L lomho ill: P.I. Job Truss Truss Type Qty PIY RYAN HOMES / DORAL A0180790 XR5DRAL M2 Half Hip 6 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Feb 14 09:49:56 2017 Page 1 ID:tdgFhvjEVYsgU3bJPYJ3cyuE5n-OmLprlFyb2sUBgaOZWs7l4aet?Jlwl RlgbawTlzlGpf 1-0-0 1-0-0 3-0-0 4x4 = 3x4 = 3-0-0 3-0-0 Plate Offsets (X Y)-- [2:0-0-8 0-0-5] [2:0-4-7 0-0-10] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.14 Vert(LL) -0.00 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.15 Vert(TL) -0.00 5-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 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 WEDGE Left: 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 3-0-0 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) 2 = 542/0-8-0 (min. 0-1-8) 5 = 296/Mechanical Max Horz 2 = 61(LC 12) Max Uplift 2 = 27(LC 12) 5 = 26(LC 9) Max Grav 2 = 542(LC 1) 5 = 346(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-583/260 BOT CHORD 2-5=-197/435 WEBS 3-5=-493/223 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) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces R 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 2 and 26 lb uplift at joint 5. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 3=-550 Amsg Nena»rrr tkf } rt}US' Sfti,X"fEeUa€''iM SCPK's i;xi:t'1 N 51 [P's5:dli1ffi bet Yl hia serfik ppxreE sai eN eh k ncs N*,ia sa*ie}itG[1W$s Mha i e.- tl t }fr eu b nehse Cxs eas :s sMd !z T-0, xk Yi'e!o- p3A!sAskzi€apelGEie§erar'{,:L6h;vp ese e,.}rCEipa}seee„:kie$am(i@Deaesem,us.eps.rnsxekv:ewl:egsrna}e,pwsiSD'!laNefftodmrswgilis:e.pthfaaluF"F{xd.ilPd ieMugrss aprass-It }osei „sikip Anthony T.TomboIli, RE. r: d N t .q n.st}wye ;}a€m e.a c- a5ardr}e+t e t e }h+Bw.nN 1,kY a mad 'a} t azu. t doh 1 s nrA h dae g v} mry.= arw *dh }s f s n ! in s 80083 Y+ b H!}- p!^alr gg-ISsatt se WaEei^6ae kepntus gd:teess`he W7txgi s}nr41S.*II Gi 16f }lGiadkp Mw S}s s rchJtt +nl.ec eml }siLa.e t'I gtAsss3,rre,tew iPs.NtSrsSmr hesrJest;,ee to .@+>a 6{ at .rts w. a tns,wius 4451 St. Lude. Blvd, a3w< hr drrz.i arrC al aged yahw:rnstyb dpms-00;te Bess ScsFryrEi . d.. @e Fso-e4{ spw.w Feu.ism. WRee,aa5b ih}, ;t re}d zeixc, snxbteNailN. Fort Pierce, EL 34946 Lopyriqht> L;2D16A-18eni3raszes-bthe'VI.l0srh6llt,P.€. t?pmdatmndthis dommeor,inanytmmispmk1it'1.6"1 the wintopermissionfromAIIsdIrnsseS-dalhoyl.lwhoIII, P.E. Job Truss Truss Type oty Ply RYAN HOMES / DORAL XRSDRAL M2GE Half Hip Supported 1 1 A0180791 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1 truss -corn Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Feb 14 09:49:57 2017 Page 1 I D:tdgFhvjEVYsgU3bJPYJ3cyu E5n-tyvC25GaM M_Kop9a7ENMri6mnPhyfvsRvFJTOTzIGpe 1-0-0 1-0-0 3-0-0 1-0-0 1 0 2-0-0 4x4 3 41.5x4 II 4x4 = 1.5x4 11 1.5x4 11 3-0-0 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 0.26 Vert(LL) 0.00 1 n/r 90 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 1 n/r 80 BCLL 0.0 ' Rep Stress Incr NO WB 0.04 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight: 14 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 185/3-0-0 (min. 0-1-8) 2 = 148/3-0-0 (min. 0-1-8) 6 = 187/3-0-0 (min. 0-1-8) Max Horz 2 = 64(LC 12) Max Uplift 2 = 28(LC 12) Max Grav 5 = 204(LC 2) 2 = 148(LC 1) 6 = 203(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. ommueo on page z 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 Ib uplift at joint 2. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 11) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-185, 2-5=-20 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-50, 3-4=-205, 2-5=-20 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-20, 3-4=-145, 2-5=-40 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=101, 2-3=67, 3-4=-25, 2-5=-10 Horz: 1-2=-111, 2-3=-77, 34=-110 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=57, 2-3=67, 3-4=-25, 2-5=-10 Horz: 1-2=-67, 2-3=-77, 34=-110 Standard 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=30, 2-3=-80, 3-4=-172, 2-5=-20 Horz: 1-2=-50, 2-3=60, 3-4=27 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-80, 3-4=-172, 2-5=-20 Horz: 1-2=50, 2-3=60, 3-4=27 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-3=-12, 3-4=-87, 2-5=-10 Horz: 1-2=-21, 2-3=2, 3-4=-48 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=14, 2-3=24, 3-4=-87, 2-5=-10 Horz: 1-2=-24, 2-3=-34, 3-4=-48 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 2-3=-42, 3-4=-117, 2-5=-20 Horz: 1-2=12, 2-3=22, 3-4=-28 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=-6, 3-4=-117, 2-5=-20 Horz: 1-2=-24, 2-3=-14, 3-4=-28 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-3=38, 3-4=-104, 2-5=-10 Horz: 1-2=-38, 2-3=-48, 3-4=-31 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-3=21, 3-4=-104, 2-5=-10 Horz: 1-2=-21, 2-3=-31, 3-4=-31 O'trrsg.Ne¢ta-r rtrks Ike k 1-. RUii:i SEti+t'-b tUC ";tk 3tQN'E'"gS.E17€d! YlU1::SN9k;'.Q6€K!'hia, itrfilts a pr h ss iteR atf±satu"nss E2ia ram{IQF. n€At eka±l. ittas ii3: i.-Ulrtrrt Sir¢1 Nh:e qse Da,ss; t xesc sS e€att9zfL, xN 4i ¢k:ttet•nt plte Ir. k+stih hr iD¢nx nli. t €i sh q¢ p t_ cei¢[ iHp.n esx ofiGG stt, m;xieNaxtrnt rth end tgini., :y-wm fu ati ,p dne;in'hl ep M nt F7DMt tt€€ ifl 1. uk i' pc tx3s€ apt M:m ma ,rasa r .. n, o. i.:tr<y ss t,r;w:dsdrot - k ax4 tdxa «ytd tint sa pts x, p,anttta txne.a, xt > Ipd k;B s;t€ a ni iwypt aan i;o€ttr vd€ t i t : i4 s ram,_„r.ptrwda s sia!ae pt „tt :i::ypa Apthony T. Tor)bo t i, P.E. 2t hr'Ary'4,,pp udtted 31m,stistpht PDtU tv rrxtesoi Sadt tec3`RtSa{dmat tdrnntpw¢t n,r pll-i>?!t Nesa S6.€at rder whs ptarafwid a l idu¢s Ae nra,s ihs we 44¢sfRt[ ss Geyatq in; MS Ecyiata eFrts kmdtwaa. aaL•ss - 80r83 i E,etY;iit 1{htt€>%it Y73€Ftfi ftA ll6r it lr tp.fti r:idrt[t!(iSfD Slfl EtjRtL'): N. 4fi ':15fryF.p jifS.YShW.H letp 3'{flt €IAk D ¢jAf:.St€'f'6, R4 R€ ltl if lRa- 4451. St :,I .CEe Blvd, Itnpyrigkl0E016A-1 Aaaf Uesses-Amkany i.lamkn Ill, P.E. icpradmtaa of Ibis datawene, in aayfma; is prakibhed .ithoat ipc written prsmissiaa how A-i taai I',, Who."tamhelll: P.E. Fort Pierce, EL 34946 Job Truss Truss Type Oty Ply HOMES / DORAL A0180791 XRSDRAL M2GE Half Hip Supported 1 1 RYAN Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1 truss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Feb 14 09:49:57 2017 Page 2 I D:tdgFhvj EVYsgU3bJPYJ3cyuE5n-tyvC25GaMM_Kop9a7ENMr16mnPhytVsRvFJTOTzIGpe LOAD CASE(S) Standard 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=28, 2-3=38, 3-4=-104, 2-5=-10 Horz: 1-2=-38, 2-3=-48, 3-4=-31 15) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-3=21, 3-4=-104, 2-5=-10 Horz: 1-2=-21, 2-3=-31, 3-4=-31 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-3=8, 3-4=-134, 2-5=-20 Horz: 1-2=-38, 2-3=-28, 3-4=-11 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=1, 2-3=-9, 3-4=-134, 2-5=-20 Horz: 1-2=-21, 2-3=-11, 3-4=-11 18) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-3=-20, 3-4=-185, 2-5=-20 19) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor+ 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-59, 2-3=-66, 3-4=-184, 2-5=-20 Horz: 1-2=9, 2-3=16, 3-4=-21 20) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 2-3=-40, 3-4=-184, 2-5=-20 Horz: 1-2=-18, 2-3=-10, 3-4=-21 21) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-21, 2-3=-29, 3-4=-197, 2-5=-20 Horz: 1-2=-29, 2-3=-21, 3-4=-8 22) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-35, 2-3=-42, 3-4=-197, 2-5=-20 Horz: 1-2=-15, 2-3=-8, 3-4=-8 Nnnj floss n,m5klrrz-.n llia"tLSt k1;.5[kIi[16458 JaalI1NS JS ow M'Y.FKs^R Era 6T IaiMr teipn aasaE ed wR IesaC pUrt-a;Di; min l+(9ar7.[wElii,t le xp t3uftth EI akawist0.11 ni-0 1( Nt1ar< altaazWla:,mtta:ne><k,,aa AW,,a aaaaE g'.n; _,.}e, heya,n. spa T rgre.ulsaecglvmAuepr,a:eanlegia ag+..aa.. aaa.n lesyadne surb,t. 1pr e/ u r TH W, W. tM-L Th, wv.a}ea,. aat,,,eras,: ra1g Anthony T. Tombo III, P.E. W. ia-.+,e kr hip 1h. 80083 IaS ICa}D•iger [,aaeM. tll ui,s u',n- Ia1aC ,!'k paarF !r-'f Area liryG « 1Sttn kh t i[SG lrkti lY{r' SsiU ae rA la+au p{i Wa 1H-I eefia sne res}us.klines+e/kiiecdlNLr..0. aq: aukin:y'eeanil 4en1,.Ma; nkn 4451 St. Lucie BNd. enaris. ahrenr,:aNM,guA ya2wrmh,cel}rl'aslmh4letn,0<fnh}un+skIfk ga:Hia}0esi a ai:n,.{:leuF,4me d[e, bAin}. au,eiddv:i er, ae,s 9rfiai,'tit- Fort Pierce, FL 34946 CoyyrightV 20164-1 ImtT-- kthoayf, iomia!II, P.F. RoPtodaoi alihisdocumoat. in ony lorm,spmhi4ited wiihounke writtongtrmissiaafrnn 4-I raal6rtszs-Aathoap i. ilnho!II: P.I. Job Truss Truss Type Qty Ply HOMES / DORAL A0180792 XRSDRAL M3 Jack -Closed 5 1 RYAN Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Feb 14 09:49:58 2017 Page 1 I D:tdgFhvj EVYsgU3bJPYJ3cyuE5n-LBTaG RHC7g7BQzknhxvbN Vfz9p?60yha7v30YvzlGpd 1-0-0 3-0-0 1-01 3-0-0 1.5x4 II 4x4 = 3-0-0 3-0-0 Plate Offsets (X,Y)— 2:0-0-8 0-0-51,12:0-4-7 0-0-101 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 0.15 Vert(LL) 0.01 4-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) 0.01 4-7 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 15 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 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) 4 = 104/Mechanical 2 = 185/0-8-0 (min.0-1-8) Max Horz 2 = 117(LC 12) Max Uplift 4 = 74(LC 12) 2 = 35(LC 12) Max Grav 4 = 126(LC 19) 2 = 185(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip 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 74 lb uplift at joint 4 and 35 lb uplift at joint 2. LOAD CASE(S) Standard 41 a.W.1 Fl— elan}kl. retar N*AI}O:"IOssS k I"ifK31t[Ltl1E JfDllulS[dSTOMMIr,1911Ot.F MElrhre ter ee y w'eFdasa salad snags hntD :; Unra} DP adtlel ens 7.Iu flLt;l xn, Sa Edaerc Crless x#x'tse Meln tlDD,"" 11irk<isukr Fides idl esel W. dS.RCWRt d:l.A it asie El}a:a i IT&si .rt xlnso}ig"enr. rd a;ryfixeilia%ert-der}WWg.Fa:rkdhW. Maley dNe-o¢t it-lyidedn5t16@I}ai i%I. ixky ,aaprvet., lna} la s, uilnkr`aF tttdM W. rkiFi ae rea l dAeD O mltxi ageP MEwll'aa•f ,ia a. a eddAM MIM 1t ImI lly ekWft t_ik a%n la. he iOlWa, fitM e'M radNagkehy. k}t I!enn k skp kaz Pt isliMd Anthony .Tombo III, P.E. II R:IMgD for ii saal . Ailed .1Wn.IDG $'Ma's - 1palMe dt*kim-f('W Isdeh loft r 11Mpka.ktk i.'wa S&.! da /i,W d}s! a IN I tefiaa&e nr"' lain al are, d M+ Gm D.sya..rti .i}t ty+',naatl'a sVade,Inn, nless - 80083 eMrelu ahxlk a.ahateMvea MoMw n harp as indeed. last Desa Ee9oser is a:itk killly Defl}as.aLas, rsks.Egx a. nr ky Ma}. Ml:ryadietl'aa. ne ndefinl'a. Til_ 4451 St. Lucie Blvd. Copyright'D2014 A-1 Roof Gasses Arrbuyi.tambol,P.E. Reprolwi:v of this doturooe, inary farm, 4 prodilited Whool i" linenpermission fro. A IRant Nsses Arihony i.lamba ill; BE. Fort Pierce, FL 34946 Job Truss Truss Type city Ply RYAN HOMES / DORAL A0180793 XR5DRAL M3GE Monopitch Supported Gable 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Feb 14 09:49:58 2017 Page 1 ID:tdgFhvjEVYsgU3bJPYJ3cyuE5n-L8TaGRHC7g7BQzknhxvbNVf_7pl EOypa7v30YvzlGpd 1-0-0 3-0-0 1-0-0 3-0-0 6 5 4x4 : 1.5x4 ':.! 1.5x4 '„ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 1 n/r 90 TCDL 10.0 Lumber DOL 1.25 BC 0,03 Vert(TL) 0.00 1 n/r 80 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 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) 5 = 64/3-0-0 (min. 0-1-8) 2 = 111/3-0-0 (min. 0-1-8) 6 = 114/3-0-0 (min. 0-1-8) Max Horz 2 = 120(LC 12) Max Uplift 5 = 40(LC 12) 2 = 19(LC 8) 6 = 99(LC 12) Max Grav 5 = 74(LC 19) 2 = 111(LC 1) 6 = 148(LC 19) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-259/190 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) 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 5, 19 lb uplift at joint 2 and 99 lb uplift at joint 6. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 16 lb FT = 0 airti} Nen rmgsh rn G - P;'r iEilii Ott E`. {t%CE2€ 4Y 3(DAd . i'7M°'el CE'i i.5kfi6".Afiit %r fxm E %r «s.¢6r2sCf sea le#!#a r ire'IRs [x }e xa.rcESipk'al ke flS¢ (t2esm iP„}.Islwseu SReet tefie Re U8. slx::i sfaia 3 "BC,#fr a!}.amrm PR`s s,'k sxaGe IBCRN nrd E tLaaSDRi}l;tgat•:,.,gecxt tquil;ffi.cxe Yi%BIMt¢>.t+r..v+ :n: otn. tiia}n¢nE:q ap2Es9iM is tx«,tpaafx sill:L3sae2faaN mare (7o nor. w€ef art x«up,nmpbn:.H sE,xmakuEaii;. 2AnthonyT, Tnribo t: , PX, C%i5 kGl t I iirE,^kLN115'YC¢i}i£.GWhYi-'t.lY.iwie eearw'#i}'#K¢StSElte}) }:e:#lit lietwGell,Gklixm[Iwl dtk :Far%k' NI I.2N}Ctd8GR1:@attR(StN ar iLEttEJli} A}5?i}e,Yhh frte '9ss11d in.5j¢t!di"Het t 80083 Ge EaAE eE4S iiie%RS2 riN'E258 PIRG (@2lv }fA'i£t5 C{} aGe MERE 3m}m k S:lf t6i E3EfMd Ei hKII$.t iif tf}+Ati€.} !i«l n PI: dfA225:f it QlLhfiAL!•iif Y f$aG tzLL i29,et.IM,QPa2[Fl}Ait R:'li.i kWnde2GY.9IL51 = ih¢wue«R2E 3ii hRi'Jlik}4}Pbrl:i#}Hlar}<RY1dRE,i!(.53E!Stprfk}R¢2't XQ 4,f}tiFii[.ti¢9SK,Mt'¢55.15il9¢F}IetHpci Yd2G}L't AA.SEMR: elfRrtx mill-i. 4451 JF61Vd, Fort erce, FL 34945 Capyright€ fDldA-I Raaf irsszcs-AnM€ay i.lomte itl, P.f. Ptprodna[inn a3lAis dammanG in anq Fsla: is pruMibited wiihaal the wtitte®peimissiaa4om A Patd tresses-Aelksayl. tam§a iIL P,E Job Truss Truss Type Qty Ply RYAN HOMES / DORAL XRSDRAL M4 Monopitch 4 1 A0180794 Job Reference (optional) 1 Raoi i russes, rort Pierce, rL 5494b, Oeslgrigaitruss.c01 Run: 8.U2U s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Feb 14 09:49:59 2017 Page 1 ID:tdgFhvjEVYsg U3bJPYJ3cyuE5n-pL 1 yTn IquzF227JzEfQgwjCSWD KX7OSkMZoa4MzlGpc 1-0-12 3-10-12 1-0-12 3-10-12 5 3x4 = 1.Sx4 II 3-10-12 3-10-12 6 3x4 = 3x4 = Io m Plate Offsets (X,Y)— 2:0-1-12,0-1-81 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 0.37 Vert(LL) 0.02 4-5 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.21 Vert(TL) 0.02 4-5 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC2014(TPI2007 Matrix -MP Weight: 29 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-12 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 = 217/0-7-4 (min. 0-1-8) 7 = 138/0-3-0 (min.0-1-8) Max Horz 5 = 140(LC 9) Max Uplift 5 = 39(LC 8) 7 = 145(LC 12) Max Grav 5 = 217(LC 1) 7 = 148(LC 19) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-7=-256/100 BOT CHORD 4-5=-284/227 WEBS 2-4=-259/319 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; 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) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 5 and 145 lb uplift at joint 7. LOAD CASE(S) Standard ke'xtq FI nmryrll - he llrg Ms S.-.i EK4A I:[ksi J#onus JS'Dd "rDi! Atra B.FDedEkP la le:fih pp ,da 1 h tea Cn pD . W lk ldlay I r kiD, P. Iit". Sur W.,Grk nr, hk/ n I'll. atydhi—oks Re edi s, set to n! pC hk ldt A to Osns Eqa< re dl Gth. IF Ird TO lqr. als m erghat dme Vkk I iy pent.¢ d• nc tswp d nr mlk Ts lidsf u neTDD all, d TM . Nt, up p' Wm-q mita,,rna,:al Anthony T. Torobo III, P.E. ' w dh -ia: ikil5a n 1 '9Rdlko..,naDwa%s A " n bli.,D en.,hirudefdiNmnris t b 1' h-gca pii 0.x llarevltielH ki ,,fiek en i s_rcd:onrmliq 1 1 - W ni. ii - Ad:l pz pesialapa s 8©083msalalDgdtokedaAll .1" ".'d a aiLON'd lia a.!rl p Its kll i(apeal sAlr idatbnIt$p11 klk I'aS WA do 1L'1.wdpt im ite., nr ml-nilna ai&fies d lal ir ., D.k q. rvu k.e;etaaeu lm Yafihn nks mt ise «r aw r;aaed gaa l t e w mre ry el la•res aelrtt to t r,. o rp E,!nea s c.r m r,:leel oes pa a i c,.rdea tepa dnr aubr. All aAd,, t ay. ae a ad.ea h rn t 4451 St. Lucie Blvd. Cnpyright 14164 1 Raai6asns-Andoay Llamic ill; P.F. RlPladupian31this document, in any form, is prohibited without in wlitl!n Permission Ernm 41 Raal UFort Pierre, FL 34946asses Anihoay i.Iomioill: P.t. Job Truss Truss Type Qty Ply HOMES / DORAL A0180795 XRSDRAL M4GE Monopitch Supported Gable 1 1 RYAN Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@aitruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Feb 14 09:49:59 2017 Page 1 ID:tdgFhvj EVYsgU3bJPYJ3cyuE5n-pL1 yTnlquzF227JzEfQgwjC8fDN57Ol kMZoa4MzlGpc 1-0-12 3-10-12 1-0-12 3-10-12 1,5x4 3x4 1.5x4 Plate Offsets (X,Y)— (2:0-1-12,0-1-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 1 n/r 90 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) 0.00 1 n/r 80 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight: 28 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 3-10-12 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) 7 = 155/3-10-12 (min. 0-1-8) 5 = 63/3-10-12 (min. 0-1-8) 6 = 143/3-10-12 (min. 0-1-8) Max Horz 7 = 140(LC 9) Max Uplift 7 = 13(LC 8) 5 = 40(LC 12) 6 = 186(LC 12) Max Grav 7 = 155(LC 1) 5 = 73(LC 19) 6 = 220(LC 19) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 6-7=-284/227 WEBS 3-6=-268/171, 2-6=-282/353 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) 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 7, 40 lb uplift at joint 5 and 186 lb uplift at joint 6. LOAD CASE(S) Standard rt 3 hs rs;ee Po, S i'a t14i' SEit.r'h 6.1Dt!''4'!'}CPC3'iJSS,C ICM CP[rlf.%K93:E9teiAl'ira, Iuir kip tows%r,w,Msk!a6is'rcA fesp,:ruariiC€; ed:h 3sMr!1'.,ma l.i hMsu S4ed Hire Uc, :fr xa ,bx,nme'td, ah e,:d.em«.,rEsres:s lr„rn.nri axnai .,tin;r: r:,.,.kuq er,m,wiiii rme,.n,rir..nM r=n,rm.;.wrro ,rt:;p, n>adeitscpdr s i,nr<ni tw r 9 1•, ertna 'wesu3 ns:t.:...a tq :. ,., lay . Anthony T. Tornbo 111, P.E. 80083 Uwk.;t ipr iiih v 1,xes sd stab l"9W Wp re set tuAmes#Qrt iat (,etme Sdn lxr am t(SP p,ttissdh :en Sit at uFi hrpu•A pilau. tP`kaeshrc :.t'u,srci btiesfhr i. ssRutast in,s 9ssa hr eiw-rts uaAeaar.Mess 4451 5t, ILU a Blvd. iiit it mdi,ti aN abedwi4 0,"ty 61IM-0rt4"h I! hupb{bsso Vi i, NW1U,ipr.a l. lnhoitq_ r m l.fig,0 tih.;:e4irasm s: ddud s Kt fort Perce, FL 34946 tbpyrigpi EL'4i116 A-1%eeltrestes-Amheav i. tem6e III, P.E, teprodudion at phis deromeey in eap(e a:itprnAibimd.itbeal lher'dtttn pa,missicnfiom -t taoi iresses- Ambeeyl.lamEe III: P.E. Job Truss Truss Type DORAL A0180796XR5DRALMG7AJackClosedGirder QtyJPly RYANHOMES ence otional Al Hoot I russes, tort merce, t-c 34ttj4o, aebryn a I u Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016 MiTek Industr es, Inc. Tue Feb 14 09:50:00 2017 Page 1 ID: tdgFhvjEVYsgU3b iPYJ3cyuE5n-HXbKh71SfHNvfHu9oMx3TwkGXdZGsdttbDY7cozlGpb 4- 9-0 7-0-0 4- 9-0 2-3-0 1. 5x4 II 44 = NAILED 4x8 11 3U6" 6x6 = NAILED 4- 9-0 THD26 7- 0-0 LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC0.35 Vert(LL) 0.04 5-7 999 240 MT20 244I190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) 0.09 5-7 927 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.92 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2014fTPI2007 Matrix -MP Weight: 37 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-5-5 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 = 1144/0-3-8 (min. 0-1-8) 4 = 2199/Mechanical Max Horz 1 = 138(LC 23) Max Uplift 1 = 378(LC 8) 4 = 781(LC 8) Max Grav 1 = 1144(LC 1) 4 = 2199(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1- 2=-2165/703 BOT CHORD 1- 8=-722/1969, 1-9=-726/1976, 5- 9=-726/1976, 5-10=-726/1976, 4- 10=-726/1976 WEBS 2- 5=-799/2407, 2-4=-2681/985 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); 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 378 lb uplift at joint 1 and 781 lb uplift at joint 4. 7) Use USP THD26 (With 16d nails into Girder & NASD nails into Truss) or equivalent at 4-8-12 from the left end to connect truss(es) B01G (1 ply 2x6 SP) to front face of bottom chord. 8) Use USP JUS26 (With 10d nails into Girder & 10d nails into Truss) or equivalent at 5-8-12 from the left end to connect truss(es) B04 (1 ply 2x4 SP) to front face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) " NAILED" indicates 3-10d (0.148"x3") or 3-12d 0. 148"x3.25") toe -nails per NDS guidlines. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=-60, 1-4=-20 Concentrated Loads (lb) Vert: 5=-1632(F) 8=-116(F) 9=-214(F) 10=-833(F) I ntnt asnagW,m It. 1111YIF 5EMM!rl, RIM 1"' 1C00'I345.E31 UNUIi:CSX'1X;:SWn.Xi' W., 1.91 h, s Finadns as rnt d a1Rs ,r=n fu OW, W*i IA.! 1 r w KtSkeet K11 ru Ce`rss dasi te Imu te"CV. dr wn:x« « <, b ,,rW&rgFn rdd i,=r=ugrcyt n n,,., iy«ru,a, nar =Mrue,n:.aX raneRdntnd twy y,+In n xta puF tayttn;nrAnaamr(;e«e nnlna °kras rs, t s y wr« trmr: Anthony T. firobo M, P.E. nl=udM I sfa a.t>:Ffaq-. d sptsi/turd iN C' .mCxw- tdcx uyW «d=tz yFe.ina,u At Sddlk df,lt 6: 'Ntnd 1«`W{ 8 T! I.", deWd " 80083 qe kn'Ay t.iru'ial lHXayl 7 sdxt atkr a!lr nxt i5 gdlsmsdAf Wdagt arntr<.Sdcl Xni>Ip trSfl tl2Sd k. of Sal tre rdnenxMF .d gddt«r n1: M?aes4tnaat,n:afts ne 45es!'fsrl ss ksiq«r;l s. CaGet Eymrat RSM.RdPGnl. Rtess 44515t, ;ur.:e B111d. a8dain kmei»=tn: ats;td yukislethd;yuXn.tnhd le IMss 3esq,f NXC.#a trcny:sipu,gL ss:ishn FyrearnmWKky, k,,nm.,ri firms nsnt„inipIRI Fo[t Perce, FL 34W CapyrigXt ZF 101b d-1 Feol Uaites Antkcnyl.lam6o ll., P.E, kpteduttioaoi tkis daknmam, in aay feim: is pmbi6ittd .itXaal the writ!to permizvaa from q-1 Faei irrases-At4hcaPl.lacEa III; P.L Job Truss Truss Type city Ply A0180797 XRSDRAL MG7C Jack -Closed Girder 1 1 RYANHOMES/DORAL Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@aitruss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Feb 14 09:50:00 2017 Page 1 ID:tdg FhvjEVYsgU3bJPYJ3cyuE5n-HXbKh71 SfH NvfHu9oMx3TwkHbd W KslhtbDY7cozlGpb 3-8-2 7-0-0 3-8-2 3-3-14 1.5x4 II 2x4 = NAILED JUS24 3x6 II JUS24 3x4 = 3-8-2 3-8-2 I 7-0-0 3-3-14 Plate Offsets (X Y)— 14:0-1-12 0-1-8j 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 0.28 Vert(LL) 0.04 5-8 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(TL) 0.07 5-8 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.42 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 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- TOPCHORD Structural wood sheathing directly applied or 4-6-11 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 7-6-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 812/0-3-8 (min. 0-1-8) 4 = 866/Mechanical Max Horz 1 = 138(LC 8) Max Uplift 1 = 298(LC 8) 4 = 363(LC 8) Max Grav 1 = 812(LC 1) 4 = 866(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1466/525 BOTCHORD 1-9=-583/1345, 9-10=-583/1345, 5-10=-583/1345, 5-11=-583/1345, 4-11=-583/1345 WEBS 2-5=-341/968, 2-4=-1500/650 NOTES- 1) Wind: ASCE 7-10; VuIt=150mph (3-second gust) Vasd=116mph; TCDL=S.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) a This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 298 lb uplift at joint 1 and 363 lb uplift at joint 4. 7) Use USP JUS24 (With 10d nails into Girder 8f 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 3-0-12 from the left end to 5-0-12 to connect truss(es) C04G (1 ply 2x4 SP), CO3 (1 ply 2x4 SP) to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) "NAILED" indicates 3-10d (0.148"xY) or 3-12d 0.148"x3.25") toe -nails per NDS guidlines. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 9=-1 14(F) 1 0=-604(F) 11 =-412(F) na:e.nllSt fl n'sn7Tru , sEl.lr n7sl asamx.mas:€f.wrstiEnxa 3aufraa.ravrken,nl t,flvwion. oil !Ml roro o,.1ilki4i;yElasIJJI.tan-site txlSr-un,Aiir iax:tia.ffi: 4iie1 tacfa(Etvssh5tersletadelDrnanld t rt s ripip. :r, t+LiMEn ra;,"isela!ltilmreaneslai„rytwladtNae slelsq euf srw5dlhfadrflsipd6rSiiSlslusnlpi3efxdrr Pal asalNI .zet! gt .Ni>a5 brk; `+a f dldp Anthony T. Tombo t ;, P.E. a+dn dM Ir faierfxtfwj tab astasilemld+J a d*'aq! ra3ia !la;ea ade t!'m;i sipa,uM la Wade (, 1'aeexUtdt"-eivy ak xi fNl lilgN*ndite l;Baa eet:iei! d31 .n5.sam tfdrct .to-rt;l, ll:saillwi d uq ttiYl ae lsxx ni: t«i .T 80083 F. let. ; ,4p Affak.* 9lna$a of ddi l.g 6l de rta&lS mE fa!lYIFSadr Bell q(lepLSri.SdHr6aa9e! I(rf t+thl4lt !il SGb p<RE—f.1-10i., W kka df le.Ell.111',f ltf tnt$amr'45$[f..4t_1-geiite Eif-ml-R SWAaIIalia, Will 4451 St. :.`JC.'P BIYd, rAaxi.r knMiri(re,r7geN pxdxrnbfN ibpmes inE.rf,'It hryf dtigtEepaa N'tlta!lrf:•sipa.ar:Ss:nhaEe;rtra aarttl.ay ;: ayan.elxa: ae r, A?xiptN-I_ Port Pierce, FL 34945 topyrigbf S: iUld A-1 Rool Uasses-Ambany l.lsmbo lll: F.E. R?piGdY(m *I this dotem at. in oy In.; is pfobibittd+itboef & wrigeA pamissioa film A] bst misses-da beay 1. ta bo llE: p,L Job Truss Truss Type Qty Ply HOMES / DORAL A0180798 XRSDRAL VM3 Valley 2 1 AN Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Tue Feb 14 09:50:01 2017 Page 1 ID:tdgFhvjEVYsgU3bJPYJ3cyuE5n-Ij9iuTJSQaVmHRSMM4Sl?8HVB03bbIR1 ptHg9EzlGpa 3-0-0 3-0-0 v 00 2x4 5 nn(12 2 1.5x4 II 3 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 0.10 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 125 BC 0.05 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 FBC2014/TP12007 Matrix-P Weight: 9 Its FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 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 = 84/2-11-6 (min. 0-1-8) 3 = 84/2-11-6 (min. 0-1-8) Max Horz 1 = 43(LC 12) Max Uplift 1 = 21(LC 12) 3 = 39(LC 12) Max Grav 1 = 84(LC 1) 3 = 84(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VuIt=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip 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 21 lb uplift at joint 1 and 39 lb uplift at joint 3. LOAD CASE(S) Standard Aaxq llm, r. !;ekx tlr't;Er iD,USiii;'SEL'9'sfU?iA€f E',i (tlIC.M iO?IS (@S1iAi"W!Eri d[K9 i 'fSN Ma sair N6¢, taaaatsseti rt6 uk;n gs r¢s Msipr inxuiilU[,MSe: rr!Liec§rlpas-Ielnarr SWkhu w. tlrn; ddsrs;n s#ni"-W,nh wt,s asixaresk dt Krmpn nmt t va. r,`fKat¢Eey r ,n:.na T msa.n.:gtwrueeX6114.1>en ra#,gncititifanre pdnr:iniln,,iul nrr b +. Inri'Wp utt-: ry,Wr` sxWa! MkhonyT.Tomboli,P.E. a anranno,<aaii dgi ratan maK 9 e +en ,Ck•dgrdan mega: .nr K tE,K n w dka w kxltpt. Evgp aaueee , u a < ss E q rg n gana atkaeEa, n vum:a!x 80083 4e#.*INga ..1 r- v Memssd,#.K POW as i'l dnknKa tape k.R„a ref laYes Y.tki svn gnr, !ra .@rsv Erysre a[ i s kadratrx,. hsa 4451 St ,.ud, BNd, o,a.in kiueixa.r..f Berl Hn4xxaal lr eRiMrr aM.N `hlry Oesip Fejhr>,M9.iske[iri.nigr.«rrn.!snn!q eru anriareiy. :. Wilsarl;nr;m r. ited ulME. Fort Pierce, FL 34946 Copyright C 2016 A -I Rod laws -Anikaav1.lombaIt, P.E. lep,ad.,ianal this dotame, iaaay Earm;isp,ohibirrd.ithae!Ihc>,rinto parmissiao Som A-111#0law, Anthaayllomko Ill, KL Job Truss Truss Type Qty Ply RYAN HOMES / DORAL A0180799 XR5DRAL VM5 Valley 2 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com v00 Run: 7.640 s Oct 7 2015 Print: 8.020 s Aug 311 2016 MiTek Industries, Inc. Tue Feb 14 09:50:01 2017 Page 1 ID:tdgFhvjEVYsgU3bJPYJ3cyuE5n-Ij9iuTJ5QaVmHRSMM4Sl?8HQ?OOAbIR1 ptHg9EzlGpa 1.5x4 II 3 2x4 1.5x4 II LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P 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 5-0-0 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 uide. REACTIONS. (lb/size) 1 = 164/4-11-6 (min.0-1-8) 3 = 164/4-11-6 (min. 0-1-8) Max Horz 1 = 83(LC 12) Max Uplift 1 = -41(LC 12) 3 = -75(LC 12) Max Grav 1 = 164(LC 1) 3 = 164(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip 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 41 lb uplift at joint 1 and 75 lb uplift at joint 3. LOAD CASE(S) Standard dti tp w: rwyd, rer re as Snu>,s[u:rlrl[ae,-rzd<xmh~caasn.t a^«a u'uusxow asu mrn t«df ft' .«5 l t ld• RS.l ter «aade!pt un![-. wxiier.affr of kldkh t5 l4fi a*srt:r ee t.w, ti eao t«pads ar.kavl Cx 14Y ttxAid er 5' up. :g kk*«!;fl..xwft6@fa rtnsrls !relaal iFefel lgirrgr.pttilej[e f. fpsf-J4 r"ri itp1dx ial rdoaf-,f¢«iriL ,Anthony T. Tnmbo Ili, F.E. aver uei r .[«„ a=dapisx 'pG.ti: x Na « Mi'. 3m,Ggedfrd i a,y«.n «msmat.a ma «da :ayy; t ma ni. [ watw a 1 d«alvp:l a d .s.$ q a, mfa.. ida .gait seal a a «t a aev s 80083 aWAlf i .¢M'®{(tdiHht a9 RR 5dfsi RFhIF S&S p '61I61 flfi14 #Mdfl{{re,J ORi j4Lj t @FEdF§E {ffr R i4L dai M{d.A ttf i£f fRi 9a¢ 6pld j.YdSA a'i AgtS titi(IGU..mf f d'lall {ref {, SS iFiy"Rtt_ItSi. A?i f4j'Md ifE-i »kW tQA«, P 51 4451 St. Lude 8W. onxia€, f aznetaiteacm zaffdyfta+r hatitnn,d.d.'af[!ss 7lS y5ediux;.p 4. entuz ofsyx'«[ns5rtm.grf«d ataeuly k.; rlpMSN nl sml t; its«ma- Fort pierce, F634946 tapyrigbl+ L 531dA-t RaaE ttaszas-Anibarrl.lamba ill, Pi. iapinduaian ai iFis doramenymaoy(e m; is pro6ibited.ithosl ibewritieapzrmizsiaa hom kt kaai trxszas-Anihaeyt.tamba lEi. P.E i Important Notes / Please Review Prior t® Truss Installation: 1) Trusses are to be handled, installed and braced in accordance to the following standards: ANSI/TIP 1-2007; WTCA 1-1 995 — "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. 1 1) The specific engineered truss drawings are subject to other terms, conditions, and details on the truss placement plan and/or individual truss design drawings. 1 2) Trusses are designed to carry ONLY the specified loads on the engineered drawings. Point loads for materials, erection personnel, equipment, whether temporary or permanent, are not allowed unless specified on sealed engineered- drawings. Any questions or comments feel free to contact A-1 Roof Trusses at 772-409-1010. 4451 St. Lucie Blvd., Fort Pierce, FL 34946 772-409-1010 Office 772-409-1015 Fax www.Altruss.com IN STRUCTURAL CONNECTORS" A M1Tek" Company Handers 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%a 100% 100% 100%o Fastener Schedule T1 JUS24 1881, 655 750 820 510 4) -10d (Header) FL821.39, 2) - 10d (Joist) 11- 0510.01, RR 25779 JUS24 670 765 825 490 4)-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 LUS26 865 990 1070 1155 4) - 10d (Header) 2) -10d (Joist) 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 - Top Flange) 22) -16d (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 (2) - 10d (Face) 4) - 10d (Top) T4 THD26 1781, 2485 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) -16d x 1-112 (Carrying Member) 20) -16d x 1.112 (Carrying Member- Mox Nailing) 10-40 STRUCTURAL CONNECTORS' A MiTetc' Company H e nwt+rs Allowable Load (lbs) DF-L/SP LSL LVL PSL SPF HOIST USP 160% Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule TS THD26-2 1781, 2540 2920 3175 2285 18) - 16d (Face) FL13285.35, 12) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS26-2 2785 3155 3405 1550 14)-16d(Face) 6) -15d (Joist) HTU26-2 2940 3340 3600 2175 20)- 30d(Carned 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 26)-10dx1-112(Carned Member -Max Noiling) 26)-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 4660 3485 25)- 10d (Carried Member -Mox Nailing) 25) - 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) USP STRUCTURAL. CONNECTORS A MITek* Company H—PPrq Allowable Load (Ibs) 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 T9 THD48 1781, 3950 4540 4935 2595 28) - 16d (Face) FL13285.35, 16) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS48 4210 4770 5140 2000 22) - 16d (Foce) 8) -16d (Joist) T10 THDH26-2 1881, 3915 4505 4795 2235 20) - 16d (Face) FL821.75, 8) - 10d (Joist) 06- 0921.05, RR 25779 13116-R HGUS26-2 4355 4875 5230 2155 20) -16d (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 HGUS26-3 4355 4875 5230 2155 201-16d (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 7450 7450 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) -15d (Face) 12) -15d (Joist) LJ STRUCTURAL CQ NN ECTORS A Wek`Compainy Fastener Comparison Table Connector Schedule Group Label USP Stock No Required Fasteners Reference No Required Fasteners 4) - 10d (Header) 4) - 10d (Header) T1 JUS24 LUS24 2) -10d (Joist) 2) -10d (Joist) 4) - 1Od (Header) 4) - lod (Header) T2 JUS26 LUS26 4) - 10d (Joist) 4) - lod (Joist) 22) - 10d (Face - Face Max Nailing) 6) -16d (Carried Member - Face Mount) 6) - 10d (Face - Top Max Nailing) 6) -16d (Carried Member - Top Flange) T3 MSH422 6) - 10d (Joist - Face Max Nailing) THA422 22) -16d (Face - Face Mount) 6) - 10d (Joist - Top Max Nailing) 2) -16d (Face - Top Flange) 4) - 10d (Top - Top Max Nailing) 4) -16d (Top - Top Flange) 11) - lad x 1-112 (Carried Member) 18) - 16d (Face) 12) - 1Cd 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) - lod x 1-112 (Carried Member - Max Nailing) T6 THD28 HTU28 16) - lod x 1-1/2 (Joist) 26) - ]6d 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) 32) - 16d (Joist) JANUARY 8, 2016 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. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 Attach End Jack's w/ (4) 16d Toe Nails @ TC 3) 16d Toe Nails @ BC Attach King Jack w/ (2) 16d Toe Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) Attach Corner Jack's w/ (3) 16d Toe Nails @ TC & 2) 16d Toe Nails @ BC (Typ) t.al d46 3B BC A2 2100 00 00'00 4C 12 97 DE FEBRUARY 14, 2012 1 Standard Gable End Detail I \\ u0{/ II u lluol 0 00 MiTek USA, Inc. SHEET 2 I ' 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 SheathinCr-1 \ COMMON WIRE NAILS AND ATTACHED it TO BLOCKING WITH (5) - 10d COMMONS. 1'-3" 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) X 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 SCAB MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTI NAILING SCHEDULE. 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 . vm/ VALID AND ARE TO BE FASTENED TO THE SCABS OR r VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. STRUCTURAL GABLE TRUSS / L S 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. 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 gllT. i9a BA9if SIP, r rim •+. 7+ rjr1t NCi g1 SERIAL' t' •` 313 BCA22100 0000 004G1237 DF l , I'- FEBRUARY 14, 2012 STANDARD PIGGYBACK ST-PIGGY-PLATETRUSSCONNECTIONDETAIL UO/ I UOIIuOIf a o0 a MiTek USA, Inc. 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 piggyback1russ 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. MiTek USA, Inc. Page 1 of 1 Attach piggyback truss to the base truss with 3"x8" TEE -LOCK Multi -Use connection plates spaced 48" o.c. Plates shall be pressed into the piggyback truss at 48" o.c. staggered from each face and nailed to the base truss with four (4)- 6d (1.5"xO.099") nails in each plate to achieve a maximum uplift capacity of 377 Ibs- 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. d+ S YJ 3 `» d. d°f' t vri III" SERIAL: 3 9 BC A2 2100 00 00 00 4C 12 87 DF FEBRUARY 14, 2012 FV--1aa 0 0l a o0 a MiTek USA, Inc. VALLEY TRUSS TYPICAL SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6" O.C. TRUSSE-D 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. 1. 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. u II 11 a II it itunuu ii ii ii it it u u n u II II II II it II II II BASE TRUSSES VALLEY TRUSS TYPICAL GABLE END, COMMON TRUSS nR nlRnFa nal Icc 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 EXPOSURE N4 CONTINUOUS NO.2- SYP WIND DURATION OF LOAD INCREASE: 1.60 OOF W/ TWO USP WS45 (1/4" X 4.5") MAX TOP CHORD TOTAL LOAD = 50 PSF TREWS INTO EACH BASE TRUSS. MAX SPACING = 24" O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF &PSFzONTHETRUSSES 1.5" Max a teti0to9a@ ppp tie ,4 ...,... r• . 80083 y` Au er!^Yl pi JL te AV ICVIr a SERIAL 1# 38 BCA.221400000004C1287DF!` FEBRUARY 14, 2012 OO 000 0 00 a_ MiTek USA, Inc. VALLEY TRUSS TYPICAL SECURE VALLEY TRUSS W/ ONE ROW OF t0d NAILS 6" O.C. TRUSSED VALLEY SET DETAIL ST-VALLEY HIGH WIND1 MiTek USA, Inc. Page 1 of 1 GENERAL SPECIFICATIONS GABLE END, COMMON TRUSS OR GIRDER TRUSS IF IT I Ir-- II u u n i, it q 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 3" WS3 USP OR EQUIVALENT DO NOT USE DRYWALL OR DECKING TYPE SCREW 3. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE PER DETAIL A 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING 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 1R rIRhGR Taff MQ 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 ATTACH 2x4 CONTINUOUS NO.2 SYP CATEGORY II BUILDING TO THE ROOF W/ TWO USP WS3 (1/4" X 3") EXPOSURE C WOOD SCREWS INTO EACH BASE TRUSS. WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24" O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES DETAIL A NO SHEATHING) N.T.S. 00 IN qIJ m .t4oCP yfZip4! irY"/'AS r 3BBCA22100 0000004C12287DF JOVEMBER 26, 2014 TRUSSED VALLEY SET DETAIL ST-VALLEYHIGHWINDVELOCITY) L aaOUDIuOf O 00 Lu U I 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 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 L CLIP MAY BE APPLIED TO THIS FACE UP TO A MAXIMUM 6/12 PITCH NON -BEVELED BOTTOM CHORD N>iaaa ero'1 t4o SERIAL, ,# 3B B:CA221000000 004C1287©F 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 1 12" O.C. 3-8-10 5-6-11 6-6=11 11-1-13 2x4 SP No. 3/ Stud 16" O.C. 3-3-10 4-9-12 6-6-11 9-10-15 2x4 SP-No.3`/Stud 24" O.C. 2-8-6 3-11-3 5-4-12 8-1-2 2x4 SP No. 2 12" O.C. 3-10-15 5-6-11 6-6-11 11-8-14 2x4 SP No. 2 16" O.C. 3-6-11 4-9-12 6-6-11 10-8-0 2x4 SP No. 2 24" O.C. 3-1-4 3-11-3 6-2-9 9-3-13 MAY 24, 2012 o0 O 00 a MiTek USA, Inc. DIAGONAL BRACE 4'-0" O.C. MAX Standard Gable End Detail Typical 2x4 L-Brace Nailed To 2x4 Verticals W/10d Nails, 6" o.c. Vertical Stud SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. 12 Varies to Common Truss ST-GE190-SP MiTek USA, Inc. Page 1 Vertical Stud 2X6 ASPF No- 2 4 ) - 16d Nails DIAGONAL BRACE 16d Nails Spaced 6" o.c. 2) - 10d Nails into 2x6 2X6 SP OR SPF No. 2 Typical Horizontal Brace Nailed To 2x4 Vericals SECTION A A w/( 4)-10d Nails 2x4 SP OR SPF No. 2 SEE INDIVIDUAL MITEK ENGINEERING PROVIDE 2x4 BLOCKING BETWEEN THE FIRST DRAWINGS FOR DESIGN CRITERIA TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH 5) - 10d NAILS. / 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 NOTE: 24 Max Roof Sheathin 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 N0.3 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 REFER TO SECTION A -A) flag. Brace 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS U240. at 1 /3 points 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. It 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 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 bin o.c., with Sin 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 CLADD DURATION OF LOAD INCREASE: 1.60 CONNECTION OF BRACING IS BASED ON MWFRS. 2) - 10d NAILS jruss @ 24" o.c. 9 ' 8 OIC ATTACHED TOAGONAL BRACESPACVERTECALWITH 4) -16d NAILS, AND ATTACHED TO BLOCKING WITH ( 5) -10d NAILS. HORIZONTAL BRACE SEE SECTION A -A) g9,itl90 lPrfid r+ a aaaa 4 aCEN °0 ' a ar cr SERIAL.# 3B BC f122100 0000004C1287DF: August 10, 2010 O O 0 00 LM U a MiTek USA, Inc. T-BRACE / I -BRACE DETAIL WITH 2X BRACE ONLY ST - T-BRACE 2 MiTek USA, Inc. Page 1 of 1 Note: T-Bracing / I -Bracing to be used when continuous lateral bracing is impractical. T-Brace / I -Brace must cover 90% of web length. Note: This detail NOT to be used to convert T-Brace / I -Brace webs to continuous lateral braced webs. Nailing Pattern T-Brace size Nail Size Nail Spacing 2x4 or 2x6 or 2x8 10d 6" o.c. Note: Nail along entire length of T-Brace / I -Brace On Two-Ply's Nail to Both Plies) WE Nails Nails \ Web Ac Nails/ VVGU 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 2x8 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 2x6 T-Brace 2x6l-Brace 2x8 _ 2x8 T-Brace 2x8I-Brace T-Brace / I -Brace must be same species and grade (or better) as web member. 8g4l>18 e 9 9 i!li t 0 i v Ci r04, so 6 q_ ERIAL3 # : 313 13CIl22100.0000004C1287DF A 1.. I FEBRUARY 8, 2008 LATERAL BRACING RECOMMENDATIONS ST-STRGBCK F--lO ® MiTek USA, Inc. Page 1 of 1 011 O 00 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, p 2x6 "STRONGBACK" IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. MiTek USA, Inc. 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. ATTACH TO VERTICAL INSERT WOOD SCREW THROUGH OUTSIDE USE METAL FRAMING ATTACH TO VERTICAL SCAB WITH (3) - 1od NAILS FACE OF CHORD INTO EDGE OF STRONGBACK ANCHOR TO ATTACH WEB WITH (3) - 10d NAILS (0.131"x 3") (DO NOT USE DRYWALL TYPE SCREWS) TO TOP CHORD ( 0.131"x 3") ATTACH TO VERTICAL B6/ WEB WITH (3) - 10d NAILS 0.131"x 3") VERTICAL WEB IS RECOMMENDED WHILE USt ML I AL 1-HAMIN(i ATTACH TO VERTICALANCHORTOATTACH WEB WITH (3) - 10d NAILSTOBOTTOMCHORD ( 0.131" x 3") OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH (2) - 10d A l l AUH I U VEF{ I IUAL SCAB WITH (3) - 10d NAILS 0.131 " x 3") 4-0-0 WALLTRUSS2x6 STRONGBACK (TYPICAL SPLICE) BY O' A I 1 „un 1 u urlunu WITH TWO #12 x 3" WOOD SCREWS 1.216" DIAM.) INSEH I SCREW I HHUUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4'-0" LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS 0.131" x 3") EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4'-0" AND FASTEN WITH (12) - 10d NAILS (0.131" x 3") STAGGERED AND EQUALLY SPACED. TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL) BLOCKING BY OTHERS) o 4r ra q{yy b 0 98QIfb gs9a• ; SERIAL # JANUARY 28, 2015 LATERAL TOE -NAIL DETAIL ST-TOENAIL SP n0= ® MiTek USA, Inc. Page 1 of 1 t J 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 0o 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. MiTek USA, Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. OE -NAIL SINGLE SHEAR VALUES PER NDS 2001 (lb/nail) DIAM. SP DF HF SPF SPF-S 0 131 88.0 80.6 69.9 68.4 59.7 p 135 93.5 85.6 74.2 72.6 63.4 J r, 162 108.8 99.6 86.4 84.5 73.8 ai 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 c-i VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY 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 Ib Maximum Capacity ANGLE MAY VARY FROM 30°TO 60° 45.00° ANGLE MAY VARY FROM 30 ° TO 60 ° THIS DETAIL APPLICABLE TO THE THREE END DETAILS SHOWN BELOW VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY SIDE VIEW 2x3) 2 NAILS NEARSIDE A- NEAR SIDE SIDE VIEW 2x4) 3 NAILS 17 NEAR SIDE NEAR SIDE NEAR SIDE SIDE VIEW 2x6) 4 NAILS NEARSIDE NEAR SIDE NEARSIDE NEARSIDE ANGLE MAY VARY FROM 30 ° TO 60' 45.00° 45.00 ° Cozxa Rae`t$ oNS 3C:p QQ8w 4 r SERIAL' $ 1 March 4, 2013 UPLIFT TOE -NAIL DETAIL ST-TOENAIL_UPLIFT 11aLJ O DO O 00 a MiTek USA, Inc. SIDE VIEW NEAR SIDE MiTek USA, Inc. Page 1 of THIS DETAIL SHALL BE USED FOR A CONNECTION RESISTING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. ' END VIEW TOP PLATE NEAR OF W I L ayj/ 113/ 6RFOR IL NAIL 1-1/16" FOR 3.25" NAIL VIEWS SHOWN ARE FOR FAR SIDE ILLUSTRATION PURPOSES ONLY TOE -NAIL WITHDRAWAL VALUES PER NDS 2005 (lb/nail) DIAM. SP DF HF SPF SPF-S 1— p.135 59 46 32 30 20 Z 31 60 48 33 30 20 J 18P 72 58 39 37 25 J co r=- 128 54 42 28 27 19 w z 131 55 43 29 28 19 J J N 148 62 48 34 31 21 Q C7 Z 7 120 51 39 27 1 26 17 z O 128 49 38 26 25 17 J c 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 EXAMPLE: 3) - 16d NAILS (.162" diam. x 3.5") WITH SPF SPECIES TOP PLATE 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. J. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. For Wind DOL of 1.33: 3 (nails) X 37 (lb/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 FEBRUARY 5, 2016 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TYP 2x2 NAILER ATTACHMENT ST-2x2 NAILING 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-103 29'-0" Mean Height, Exp. B, C or D. I: 4 ido 60083 . a aeagod SERIAL' 3BBC AZ21000000004C1287DF April 11, 2016 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TYPICAL ALTERNATE BRACING DETAIL FO EXTERIOR FLAT GIRDER TRUSS 4) 12d TRUSS 2411®.c. UPLIFT CONNECTION SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES ST-FLAT GIR BRAE 4) 12d MAX 30" (2'-61') 2x6 #2 SP (Both Faces) 24[1 O.C. SIMPSON H-5 g80aAd$Adr gp fi sp e• • o IF: yffi a•'t.l sxP' 44 .' m ' o O 4e OO SERIAL 4:': 3B BC:A22100GO00004C1287OF ian4 l6-luxgl.ru.W'L1 M:KEE7<EtEi[f 6ix'L!LEIEtAfOlbQ11#1:HI1V.;'d1Rl'ACA:tSMif 6tN intfl.tiYW.nrNn wdlu(nainitit S+n[-p9:y,Ta7)Nd6. frt. Lair G'tE l{yme54tt tn'ue @Ietmii.:. nseJi. Ee7J, eJl, kl rwn r .,alrnrria EN! -Lse a{..0 E -r qr 4iwn Symr:, my.M G w r eenr m - lN...tYNrrxt i *f syrrrKa-INne (w v..;re!R r,e,l -#, Ea..6 h nl ,NN anti; bofay N.Y6;r. gn[hony T. Tnmbq Ili, P.E. rdNal 1 ai AiHer.EI 1 Fah{MJ ,dt xtt4fu e1 In Ne (.:ayb 4n *wt Id I:Q N h 11WIn, nle I RI Ih .i YYHt At9d ,EiCe J 1 s.d.Magavinq hedhl MtNal A'Ak t`K' Y - - 817083, Iparpt IHga Ql i(d Na}i 1 ed lda. f`AM-le''-firy( I+,'+H S*bfl =F"afn I(41 y.IM)14 I•' I.51t N11d1't NEVI fya3w ., TA.I :.ritlnnyxt's+rftfNb !{d9111tL i{n,I.frG .w Ery _ bf In,Yndu:tn. wrrt 4451, St llif7e &WI. rW lttull a!xasu gnlq *S I•Yf N: Ib int t{t V'^` JlQ kde+y qw 1 1 si yttrr 4-.taq liitV'ItL! 'hM/MRI i. izwt Pierc_, F1.: 34946 C entp6E -7di0 Fl ReelGmin Anihoar l:Iaa6t u6 LP tep eden eo of loud tercet; io eel In , ipi dne6.ubevlrlo.riMe; pernlEslon Sow A'I Rod lrossei-,Wh:yL to>s68ltl, /:E: - OCTOBER 15, 2014 ( STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS ST-REP01 Al AND DAMAGED OR MISSING CHORD SPLICE PLATES a o0 0 00 a MiTek USA, Inc. MiTek USA, Inc. Page 1 of 1 TOTAL NUMBER Of NAILS EACH SIDE OF BREAK * 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 NAILS NEAR SIDE 10d NAILS FAR SIDE TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRE-D-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 AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END DISTANCE, EDGE DISTANCE AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 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. SERIAL # RR RC D9 9tnn an nn.nnAt"t.?-P7 C}.F.: i March 4, 2013 SCAB APPLIED OVERHANGS 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 2x_ SCAB (MINIMUM NO.2 GRADE SPF, HF, SP, DF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (.148"DIA. x 3") SPACED 6" O.C. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. WIM 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 qERIAL.:# a b A'] '7inn nn nn nn Af-. S'1 0-7 nc' 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. 22 1.5x4 11 3x3 3 4 fi 21 20 3x6 = 1.5x4 11 e3L.itl1GECPLATES. 3x4 1.5x4 ' 11.5x4 i l 7 f / 8 9 19 1818 17 1.5x4 11 1 2« 3x6 = 3x6 FP= 16 15 3x4 — 3x3 = TRUSS TAODIFICATION: J t,.r r c a . 'c._si le n:_ p r.,: ide re--ded, 5x6 = 10 11 12 14 Too LONG 4x6 = HATCH LEGEND fix.;••ret.;a, ROOM i i i • i A.F.F. 1 3 5/811 _ 5 5/811 , XT 0" 8:- 1' 0 3/ 4" UNLESS NOTED OTHERWISE) vcM1 E a e. NOTE: ALL CEILING DROPS BELOW BEAM ARE BY BUILDER (UNLESS NOTED OTHERWISE)- N.Q..T..E: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING DESIGNER IS REPSONSIBLE FOR THE 9 STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. 9 REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS. FOR BRACING & ERECTION DETAILS REFER m m TO BCSI-03 AND/OR ENGINEER OF RECORD I e m o_ m REPRESENTS THE LEFT SIDE OFEACHTRUSSDRAWINGzEe 300" iH; THD46VVUUUJAJUS24JUS26MSH422 THD26 MUS26 1 C11 O TH028 3 C')3 OE THD26-2 0 s- - m m OF THD28-2 CJ5 CJ5 JUS46 0 s - o p07 HB HANGER BY BUILDER LOADING ROOF FLOOR WIND LOAD A02 oa¢ LIVE LOAD 20 40 ASCE 7-10 e e e _ N of u DEAD LOAD 10 10 150 MPH EXP C Ex e a eL A03 z 6 N F ¢ LIVE LOAD 1o• 0 CATEGORY II 00 A09 m cii DEAD LOAD SO 5 ENCLOSED E am TOTAL LOAD 40 55 FBC-2014 A05 c L DURATION FACTOR 125 1.00 TPI-2007 5'+7 inn-" .,_ y N A05 REV 01 12/09/2016 DATE BY JT REMARKS REVISED STAIR OPENING N A05- 1 02 02/ 14/2017 JT ADDED ORG ADJACENT TO STAIRS PER PLAN A05 It is understood that above conditions have been reviewed APPROVED A02 are acceptable for the APPROVED AS NOTED 2 fabrication at tresses, Xa, elevations pitches, overhangs, REVISE AND RESUBMIT I q fascias ceiling j r, elevations/pitches, bearing REJECTED conditionsall detail CJ5 5 01 to this trussplacement plan•No back charges will be accepted a DATE without previous written e e approval from an A-1 Roof C 3 CJSA 1 J CO3 Trusses representative REVIEWED BY E 0 PLAN DATE ARCH: -/--/--- STRUC7: C 1 c t C 3A Ji r}// C04 d, U u U U ^ J CUSTOMER RYAN HOMES a 2 o 0 JOB NAME DORAL "A" - GARAG£R/GHT AE CJ1 CJI OPTION( 5) 1AVA1 U V Vplu e= a=_ 8' 8" 10' 6' 10,101, a COMMN7Y BLDG - BLDG v TYPE # a JOB # - ` MASTER: XRDRAL- n DRAWN:: SCALE DATE 07/27/2016 .._-_ __-- ......... .. Sea AREA ate IFLOOR 117144 A' 1 ROp ROOF 117 . -: TRUSSES FASCIA 241241.17 - e HIP LINE 14461, A FLORIDA CORPORATION n` o VALLEY LINE 26. 66 Ph 772-409- 1010 1 Fax 772-409-1015 9 RECORD COPY City of Sanford Building and Fire Prevention J DING Product Approval sA"° R # 17 - 3697 fPAR P rmoit # fPA Project Location Address 3 754) Ul Specification Form rl, 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.floridabuildin.g.org. The following information must be available. on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Therma Tru 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 Ply Gem 4712 4812 14039.1- R2 Horizontal Slider Casement Double Hung Fixed Ply 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 Wy Cohstruction Products 1. Product Name Grace Vycor® Plus Self -Adhered Flashing 2. Manufacturer Grace Construction Products 62 Whittemore Avenue Cambridge, MA 02140 866) 333-3SBM (3726) Fax: (410) 431-7281 www.graceconstrucflon.com www.graceathome,com 3. Product Description BASIC USE Grace Vycor® Plus Self -Adhered Hashing is a self-sealing, 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 RIPCORDT"t, 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 clean 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 ft2/gal 6 - 8 m2/L). SIZES Grace Vycor Plus Self -Adhered Flashing is available in 75 (229 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 Flashing 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 Vycor Plus Self -Adhered Flashing if the specific formu- lation does not contain hydrocarbon solvents: silicone, acrylic, butyl, I -part polyurethane and 2-part polyurethane. This flashing is incompati- ble with creosote; joint sealants containing polysulfide polymer or hydrocarbon solvents; products manufactured from EPDM and flexi- ble PVC; and certain caulks. For more informa- tion, refer to Technical Letter 1, "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 Eastomeric Waterproofing Membrane for Use with Separate Wearing Course ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Rubbers and Thermoplastic Eastomers-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 (-Peel Test) ASTM D1970 Standard Specification for Self - Adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roofing Underloyment for Ice Dam Protection ASTM D3767 Standard Practice for Rubber - Measurement of Dimensions FLEXIBLE FLASHING 07650 Grace Construction Products PHYSICAL/CHEMICAL 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 at point of use as is required for each day's work. ENVIRONMENTAL COND111ONS 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 Flashing can be applied at air and surface temperature of 25 degrees F (-4 degrees C) and above. APPLICATION 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 Wp- ing with a clean 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 1 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 installation, Grace Vycor Plus Self -Adhered Hashing has measure mark- ings at 6" and 12" (152 and 305 mm) intervals. Cut Vycor Plus into appropriate lengths. SPcGDATAe and MMI ISPECe are registered irodemarls of Reed 9seAer Inc. The ten pad SPEGDATA format =fomts to the editorial style ., Reed Construction of The construction Specifications Institute and Is used with their percussion. The monufach"er is responsible for technical accuracy. 02005 Reed Construclion Data. All fights 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 114" (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 consid- erations 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 AVAILABILITY A nationwide network of distributors carries Grace Vycor Plus Self -Adhered Hashing prod- ucts. Contact a Grace Construction Products representative for ordering and delivery information, COST Grace Vycor Plus 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 SELF ADHERED FLASHING Property & test Typical value Color Gray -Black Thickness, ASTM D3767, Method A 25 mil (0,64 mm) Low temperature flexibility, ASTM D1970 Unaffected at -45°F (-43°C) Elongation, 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, ASTM D1876 Modified 60 plf (875 N/m) width Adhesion to concrete at 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 with 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. filing Systems First SourceTM' Additional product information is available from the manufacturer. W. R. Grace & Co. -Conn, hopes the information here wTl be helpful. R is based upon data and knowledge considered to be true and accu- rate and is offered for the users' consideration, investigation and ver- ification, but we do not warrant the results to be obtained Please read all statements, recommendations and suggestions in conjunc- tion w th our conditions of sale, which apply to all goods supplied by us. No statement recommendation or suggestion Is intended for any use which would infringe any patent or copyright. W. R. Croce & Co. Conn. 62 Wri temore Avenue, Cambridge, MA 02140. In Canada, Grace Canada Inc. 294 Clements Road West. Ajax, ontorio. Cando LIS 3C& Biituthene, Perrn-A-Barrier and Vycor are registered frodemarks, and RIPCORD is a trademark of W. P Grace & Co. -Conn. DensGloss Gold is a registered trademark of Georgia-Pacific Corporation Copyright 2304 W. R. Grace & Co. -Conn. TP-098E . Printed in the U.S.A. 8104 AFSlU/3M SPEa.DATAe and MANU-SPEC° are registered trademads of Reed 9sevier Inc. The ten part SPEGDATA format conforms to the editorial style Reed Construction of The Construction specifications Instilute and Is sued vnth their permission. The manufacturer is resparaible for technical accuracy. 02MS Reed construction Data. All Rights Reserved. Reed 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 VCRDE -102) which meets AAMA criteria. Refer to the subsequent details (VCRDEf--100 to 106) for additional flashing options located on pages 27-33. 11 4 rl a ati e Step One: Pre-cut the Grace Vycor Plus flashing using the measurement markings. The length of the flashing should extend beyond the sill equal to the width of the jamb flashing (see Table I, page 8). Step Two: Before installing flashing on sill and jambs, locate the RIPCORD. Step Three: Rewind the pre-cut flashing. Position inside rough opening on the vertical jamb 9 inches up on each side. Apply to win- 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. Note: Do not remove the release paper on the bottom half of the flashing until future tie-in with the weather -resistive barrier. Split the release paper Install window as per manufacturer's recommendation. in half allowing for easy If sealant is used, ensure all excess sealant is removed from installation. nailing flange and surrounding area to provide a smooth con- tinuous substrate. (ASTM does not require a sealant on top of window flange when using self -adhered flashing.) El FInsMn. q Application Instructions for Windows WINDOW INSTALLATION: METHOD A BEFORE WEATHER -RESISTIVE BARRIER (continued) s i vi 5 3e 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 manufacturer's recommendations. Position weather - resistive barrier under sill flashing. Remove remaining half of the release paper from the sill flashing. Adhere to weather -resistive harrier to ensure a water shedding tie-in PAY Flashing Application Instructions for Windows 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. y,sy 7tjlj- xw v7 x t 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 forflashing 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 Instructions for Windows WINDOW INSTALLATION: METHOD B AFTER WEATHER -RESISTIVE BARRIER (continued) Step Four: Reroll the pre-cut flashing. Position inside of rough opening on the vertical jamb. Apply flashing to window sill by removing half of the release paper and exposing the adhesive. Roll firmly into position. Make vertical relief cuts starting from corner of windowsill upward. Roll firmly into place as necessary. Note: Do not extend sill flashing beyond outside edges of jamb Ilashings. 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. is Step Five: Apply the pre-cut flashing onto the nailing flange after window has been installed. Position jamb flashing above the head flange. Note: Do not remove the release paper on the other half of the flashing if future tie-in with top of vinyl sid- ing is required by others see Detail VCRDET-107). Unroll flashing by removing the release paper exposing the adhesive. Roll firmly into place as necessary. Repeat on other side. lashing 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 at top outermost corners, as necessary. 17 - Step Seven: Remove temporary secure- ment of weather -resistive barrier above header. Fold over head flashing. Seal with weather -resistive barrier seam tape. Install sidingand flashing below window as per siding9P9 manufacturer's or Vinyl Siding Institute recommendations. Step Eight: Flashing should he long enough to direct water over the nailing flange of the last course of siding see Detail VGRDET--107). 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). Flashing Application Instructions for Doors V Sr Like flashing windows, Grace Vycor Plus is also the product of choice for flashing around doors. Step One: Using the measurement markings, pre-cut a 12 inch piece of Grace Vycor Plus. Install onto ledger board. Step Two: Install the weather - resistive barrier as per manufacturer's 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. F Flanged Window VCRDET-100 Flashing Installation After Weather -Resistive Barrier MECHANICALLY FASTEN AS NECESSARY IN CORNERSTHROUGH GRACE VYCOe PLUS — WEATHERRESISnVE BARRIER TAPE E ISSFA19lID N1NDON) c. WEATHER- FOLD UP WEATHER - RESISTIVE RESISTIVE BARRIER & BARRIER --\ TEMPORARILY SECURE EXTERIOR 3 SHEATHING SILL PLATE SEE VCRDET-106 FOR OPTIONS) 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 under weather -resistive barrier 3. Fold weather -resistive barrier back over o head flashing and seal with tape Notes: 1. For the most current details, installation video and product information, see our A® 4 web site at www.graceconstruction.com DR 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installations-^` I 3. Remove weather -resistive barrier from top I GRACE VYCOR0 PLUS of window sill plate 4. Install Grace Vycor Plus in order 0o NOT FLASH OVER shown by numbers BOTTOM NAILING FLANGE 5. Install Grace Vycor Plus and weather - resistive barrier to form water -shedding laps 6. Detail also relevant for Grace Vycor V40 Flanged Window VCRDEr-1o1 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.graceconstruction.com MECHANICALLY FASTEN AS NECESSARY INCORNERS THROUGH VYCOR PLUS 2. RIPCORD (Split Release on Demand) can be GRACE SILL PLATE removed from Grace Vycor Plus for ease of SEE VCRDET-106 FOR OPTIONS) installation O 3. Install Grace Vycor Plus in order as shown by numbers I i I C 4. If applicable, leave release paper on lower GRACE® GRACE half of sill flashing until future tie-in VYCOR PLUS iD VYCOR® PLUS 5. Install Grace Vycor Plus and weather -resistive I barrier to form water -shedding laps I DO NOT FLASH OVER 6. Detail also relevant for Grace Vycor V40 BOTTOM NAILING FLANGE Flanged Window VCRDEr--102 Option 2 - AAMA Recommendation NAILING FLANGE MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE VYCOe PLUS -, GRACE VYCOR® I DO NOT FLASH OVER — BOTTOM NAILING FLANGE Flanged Window VCRDEr--103 EXTERIOR SHEATHING GRACE VYCORo PLUS 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 -resistive barrier to form water -shedding laps 6. Detail also relevant for Grace Vycor V40 Option 3 - Severe Exposure Notes: MECHANICALLY FASTEN AS-- _ NECESSARY IN CORNERS EXTERIOR SHEATHING 1. For the most current details, installation THROUGH GRACE video and product information, see our web VYCOR PLUS - s • site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be SILL PLATE SEE VCRDET-106 removed from Grace Vycor Plus for ease of 2 FOR OPTIONS) installation 1 3. Install Grace Vycor Plus in order shown by GRACE i.. numbers GRACE 4. If applicable, leave release paper on lower VYCOR® PLUS r VYCOR® PLUS half of sill flashing until future tie-in 5. Install Grace Vycor Plus and weather -resis- tive barrier to form water -shedding laps 6. Detail also relevant for Grace Vycor V40 DO NOT FLASH OVER J BOTTOM NAILING FLANGE Half Round Windowv0oET-10* Option I - Low to Moderate Exposure smE^mxoxc^rmxo SILLPLAT 1 Fmthamm o mn da i|o|ht nv uo and product information, see our web site at FOR OPTIONS) wvwxmoecunstructiunxum PEF~-^'-T---- LETTER #1 ON CHEMICAL 2. RIPCORD "(Split Release unDemand) can bo COMPATIBILITY WITH NAILING FLANGE removed fmmG ow cn oP|ux ramunf installation 3. Install Grace VymorPlus inorder aoshown by numbers mCs~ K uohanico|| y anmnonmmo vYcun~pmo E If applicable, leave release paper on lower CORNER PATCH ms " onoc n hu nfx0 xxNng d|f um ein FOR OPTIONS) U. Install Grace Vyco/Plus and weather -resistive barrier 1nform water - shedding laps ooNOT FLASH OVER ___/' oonomwwuwvn wos ' 7. Detail also relevant for Grace VynorV4O GRACE / v,onx-,mu-- Half Round WindowV.CRDET-105 OD VDY'SVV 8[XOO 0 Notes: EXTERIOR SHEATHING 1. For the most current details, installation video and pmdu in nnndnn.see our web oboa1 T-T—'-ALETTER #1 ON i CAL vmww.graoexnnstmctmnxom COMPATIBILITY WITH NAILING FLANGE 2. R|pCORDO( Split Release onDemand) can be FOR OPTIONS) mmoved0omG vo no P| uxforea anf GRACE VYCOR(0 PLUSinstallation 3. Install Grace VymurPlus inorder shown GRACE by numbers VYCOR(D PLUS 4.Mochanicu| ly fasten axnecessary a N half ofsill flashing until future tie- in G. Install Grace VymxMand barrier to form laps DO NOT FLASH OVER BOTTOM NAILING FLANGE 7. Detail also relevant for Grace VymnrV48 Sill Plate Options VCRDET-106 OPTION - A NOTE #2 WALL SHEATHING VINYL GRACE VYCORO PLUS ODEN ING SILL PLATE OPTION - B SEE NOTE #2-' WALL SHEATHING CORNER PATCH OR COMPATIBLE SEALANT Tie-in with Vinyl Siding at Window! Sill VCRDET107 WOODEN FURRING STRIP SILL PLATE 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 weather -resistive barrier from top of window sill plate 4. Install sill flashing as shown at left 5. Install Grace Vycor Plus around remaining window unit per Grace Window Details VCR DET-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 priorto Grace Vycor Plus 6. Detail also relevant for Grace Vycor V40 Notes: 1. For the most current details, installation video and product information, see our web site at wvvw.graceconstruction.com 2. RIPCORD@ (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus and weather -resistive barrier to form RD® water -shedding lapsRELEASEONDEMAND") 4. Remove weather -resistive barrier from top of window sill plate SILL PLATE 5. Leave release paper on lower half of Grace Vycor Plus Sill SEE VCRDET-106 FOR OPTIONS) Flashing until future tie-in 6. Extend Grace Vycor Plus over nailing flange of the last com- plete course of siding panel and trim Grace Vycor Plus to L SHEATHING protect from permanent exposure to UV 7. Install Grace Vycor Plus around remaining window unit per Grace Window Details (VCRDET-100 to 105) VEATHER-RESISTIVE BARRIER (OPTIONAL) 8. Detail also relevant for Grace Vycor V40 9. Leave release paper on or other bond breaker between Grace Vycor Plus and vinyl Outside Corner VCRDET-500 WEATHER RESI,c BARRIER (OPTIC GRACE VYCOO PLUS Wall -to -Wall Outside Corner VCRDET-5ol GRACE VYCOR PLUS SIDING Notes: 1. For the most current details, installation video and product information, see our web site at www.g ra ceconstructi o n.cD m HEATHING 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor° Plus for ease of installation 3. Install Grace Vycor Plus in order as shown by numbers 4. Mechanically fasten as necessary 5. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps GRACE VYCOR® PLUS 6. Detail also relevant for Grace Vycor V40 ET-504 FOR OPTIONS) Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus and weather -resis- tive barrier to form water -shedding laps 4. Extend Grace Vycor Plus beyond joint between siding and corner post/boards 5. Install Grace Vycor Plus on outside corner for the height of the wall 6. Detail also relevant for Grace Vycor V40 Inside Corner VCRDET--502 Huee ASPH Wall -to -Wall Inside Corner VCRDET-503 VINYL SIDING VYCOR' SIDING RUBBERIZED ASPHALT ADHESIVE E R® PLUS F+r.?jam ED RELEASE ) R BEFORE FOLDING. SCORE RELEASE PAPER TO_ OSEADHESNEAS SHOWN) MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE UNDERLAYMENT 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 corner may vary, adjust folding of the membrane accordingly to fit tightly to corner . 7. Install Grace Vycor Plus and weather -resistive bar- rierto form water -shedding laps 8. Detail also relevant for Grace Vycor V40 N otes: WOOD SIDING 1. Forthe most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus and weather - resistive barrier to form water -shedding laps 4. Extend Grace Vycor Plus beyond joint between siding and corner post/boards 5. Install Grace Vycor Plus on inside corner for the height of the wall 6. Detail also relevant for Grace VycorV40 Corner Detailing Latch 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 corner patch 4. Nominal patch size is 3 inches x 3 inches 5. Detail also relevant for Grace Vycor V40 Option -A PATCH -A Option-B PATCH-B Option-C IDTCI 1 RELIEF CUT INSTALLED AT CORNER F f I - 1- V INSTALLED AT CORNER PATCH- C INSTALLED AT CORNER Foundation Sill Plate VCRDET-505 Option 1 WEATHER RESISTIVE BARRIER (OPTIONAL) /I EXTERIOR - SHEATHING GRACE VYCOR® PL c Foundation Sill Plate VCRDET506 Option 2 WEATHER -RESISTIVE BARRIER (OPTIONAL) EXTERIOR - SHEATHING STUD WALL SILL SEAL GRACE VYCOR® PLUS FOUNDATION WALL 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 S. If priming is necessary, use Perm -A -Barrier WB Primer to promote adhesion to concrete 6. Detail also relevant for Grace Vycor V40 Notes: For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD' D ( Split Release on Demand) can be STUD WALL removed from Grace Vycor Plus for ease of installation ' SILL SEAL 3. Install Grace Vycor Plus in order shown by GRACE VYCORS numbers PLUS 4. Install Grace Vycor Plus and weather -resistive FOUNDATION WALL barrier to form water -shedding laps 5. If priming is necessary, use Perm -A -Barrier WB Primer to promote adhesion to concrete 6. Detail also relevant for Grace Vycor V40 Georgia-Pacific iA ice; f'a% ' O Manufacturer Georgia-Pacific Gypsum Georgia-Pacific Canada 133 Peachtree Street 2180 Meadowvale Boulevard, Suite 200 Atlanta, GA 30303 Mississauga, ON L5N 5S3 Technical Service Hotline:1-800-225-6119 Description DensArmor Plus° Interior Panels are noncombustible (as defined and tested in accordance with ASTM El36 or CAN/ULC S114) interior panels that consist of a Fnoisture-resistant gypsum core with coated fiberglass mats. The fiberglass mats provide superior protection from incidental moisture. DensArmor Plus Panels are highly resistant to the growth of mold, and have scored a 10, the highest level of performance for mold resistance under ASTM D3273 test method. The core of DensArmor Plus panels is reinforced with fiberglass, increasing the product's strength. The treated core and the coated facings made with fiberglass offer greater moisture resistance and improved dimensional stability than regular gypsum board. The product resists warping, rippling and buckling. They have a tapered edge to receive joint treatment. The field of the board can be finished in the same manner as regular gypsum board. DensArmor Plus Interior Panels are GREENGUARD and GREENGUARD Gold Certified for low emissions of volatile organic compounds (VOCs) by a leading third -party organization, UL Environment. In addition, DensArmor Plus Interior Panels are listed as GREENGUARD microbial resistant. This listing means DensArmor Plus Panels, which feature fiberglass mats instead of paper facings used on the surface of traditional gypsum board products, resist mold growth. The microbial resistant test is based on ASTM 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 with screws or nails to wood and metal framing or existing surfaces. They may be used as a covering material for flat or curved structures. DensArmor Plus Panels are manufactured with fiberglass mat surfaces. They have a tapered edge to receive joint treatment. Use on interiors of exterior walls, where moisture intrusion is most likely Use in pre -rock areas, where the windows, doors or roof have not been installed making moisture intrusion inevitable. DensArmor Plus Panels come with a limited warranty against delamination and deterioration for up to 12 months of exposure to normal weather conditions.* Use in wet areas behind tile, such as tub and shower areas, where ASTM C1396, Section 7 is allowed by code. For complete warranty details, visit www.gpgypsum.com. Submittal Job Name Approvals Contractor Date Technical Service Hotline 1,800,225.6119 or www.gpgypsum.com 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 CO panels are UL and ULC Classified Type DAPC. Decoration DensArmor Plus Interior Panels are designed to accept most types of paints, textures and wall covering materials. Because of the enhanced moisture- and mold -resistant properties of DensArmor Plus Panels, drying times for both joint compound and wall coverings may vary. Always follow paint or wall covering manufacturer's installation instructions when applying either of these finishes. Georgia-Pacific Gypsum strongly recommends priming the surface of DensArmor Plus Panels with a quality, high solids primer/sealer before applying a final decorative material. Priming will equalize the suction variations between the joint compounds and the fiberglass surfaces. If glossy paints are used in such areas as kitchens or bathrooms, skim coat joint compound over the entire surface of DensArmor Plus Panels to reduce highlighting or joint photographing. This method is also recommended in areas with severe natural or artificial side lighting. Handling and Use —CAUTION This product contains fiberglass facings which may cause skin irritation. Dust and fibers produced during the handling and installation of the product may cause skin, eye and respiratory tract irritation. Avoid breathing dust and minimize con- tact with skin and eyes. Wear long sleeve shirts, long pants and eye protection. Always maintain adequate ventilation. Use a dust mask or NIOSH/MSHA approved respirator as appropriate in dusty or poorly ventilated areas.. Stack DensArmor Plus Interior Panels flat on a level surface. As individual sheets are removed for installation, they should be raised up on edge carefully and carried in a vertical position. Appropriate handling for gypsum board is also outlined in Gypsum Association Publications GA-216 and GA 801. Take care to avoid impact, undue flexing and subsequent damage to board edges, ends and corners. 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 —tr Georgia-Pacific p ensAr or Plus Technical Service Hotline 1.800.225.6119 or InteHor Panels WWW.gpgyps um.CO.m 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 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) 5/8" (15.9 mm) 1/ 64" IDA mm) ± 1/64" (0.4 mm) ± 1/64" (0.4 mm) ± 1/64" (0.4 mm) Width, standard4 4' (1219 mm) 4' (1219 mm) 4' (1219 mm) 4' (1219 mm) 3/ 32" (2.4 mm) ± 3/32" (2.4 mm) ± 3/32" (2.4 mm) ± 3/32" (2.4 mm) Length, standard 8' (2438 mm)to 8' (2438 mm)to 8' (2438 mm)to 8' (2438 mm)to 12' ( 3658 mm) 12' (3658 mm) 12' (3658 mm) 12' (3658 mm) 1/ 4" (5.4 mm) ± 1/4" (6.4 mm) ± 1/4" (6.4 mm) ± 1/4" (6.4 mm) Weight', nominal, lbs./sq. ft., (Kg/m2) 2.0 (9.8) 2.0 (9.B) 2.5 (12.2) 2.4 (12.1) Edges Tapered Tapered Tapered Tapered Permeance', Perms (ng/Pa • s • ml) 10 (570) >10 (570) >10 (570) >10 (570) Linear expansion with moisture change, in/ in %RH (mm/mm %RH) 6.25 x 106 6.25 x 10-6 S.25 x 10-6 6.25 x 10-1 Coefficient of thermal expansion, inAn/° F (mm/mm/°C) 8.5 x 10-6 (15.3 x 106) 8.5 x 10.6 (15.3 x 10-6) 8.5 x 10-6 (15.3 x 106) 8.5 x 10 (15.3 x 10-6) Flexural strength, parallel, Ibf.1•4 (N) 40 (356) 40 (356) z100 (444) z100 (444) Flexural strength, perpendicular, Ibf?•4 (N) z100 (444) -t100 (444) 2140 (622) 2140 (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.3.4 (N) 40 (356) z80 (356) z90 (400) z90 (400) Hardness core, edges and ends, Ibf. (N) 2t15 (67) z15 (67) z15 (67) 2-15 (67) Water absorption I% of weight)'.' 5 <5 <5 <5 Surface water absorption'•' 1.6 grams <1.6 grams <1.6 grams <1.6 grams Surface burning characteristics per ASTM E84 or CAN/ULC S102): flame spread/smoke developed 0/0 0/0 D/O 0/0 Humidified deflection3•4 s2/8" (6.4 mm) s2/8" (6.4 mm) s1/8" (3 mm) 51/8" (3 mm) Bending radius' 6' (1829 mm) 6' (1829 mm) 8' (2438 mm) 8' (2438 mm) Represents approximate weight for design and shipping purposes ' Double fasteners on ends as needed a Tested in accordance with ASTM C518 As defined and tested in accordance with ASTM E135 or CAN/ULC S714. Tested in accordance with ASTM C473 Tested in accordance with ASTM E96 (dry cup method) Specified values perASTM C1658 and ASTM C1177 TRADEMARKS Unless otherwise noted, all trademarks are owned by or licensed to Georgia-Pacific Geor 1-aC1 IC Gypsum LLC. Collaborative for High Performance Schools and CHPS are trademarks owned by Ass9CollaborativeforHighPerformanceSchoolsInc. Gypsum 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 U. S.A. Georgia-Pacific Gypsum LLC of this product by Georgia-Pacific are subject to our Terms of Sale available at www.gpgypsum.com. Georgia- Pacific Gypsum II LLC Canada Georgia-Pacific Canada LP Y g UPDATESANDCURRENTINFORMATIONTheinformationinthisdocumentmaychangewithout notice. Visit our website at www.gpgypsum.com for updates and current information. SALES INFORMATION AND ORDER PLACEMENT U. S.A. West: 1-800-924-7503 CAUTION For product fire, safety and use information, go to www.huildgp.com/safetyinfo Midwest 1-800-876-4746 or call 1-800-225,-6119. South Central: 1-800-231-6060 FIRE SAFETY CAUTION Passing a fire test in a controlled laboratory setting and/or certifying or Southeast: 1-800-327-2344 labeling a product as having a one -hour, two-hour, or any other fire resistance or protection rating Northeast: 1-800-947-4497 and, therefore, as acceptable for use in certain fire rated assemblies/systems, does not mean that CANADA Canada Toll Free:1-800-387-6823 either a particular assembly/system incorporating the product, or any given piece of the product Quebec Toll Free:1-800-361-0486 itself, will necessarily provide one -hour fire resistance, two-hour fire resistance, or any other TECHNICAL INFORMATION specified fire resistance or protection in an actual fire. In the event of an actual fire, you should U. S.A. and Canada:1-800-225-6119, www.gpgypsum.com 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. 92014 Georgia-Pacific Gypsum U.C. All rights reserved 1/14. GP -TM UL Item 1532248. Georgia-Pacific 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 Date Technical Service Hotline 1.800.225.6119 or www.gpgypsum.com When DensGlass Sheathing panels are used in slanted wall applications, that portion of the wall must be temporarily protected from the elements. Do not allow water to pond or settle on sheathing. Also, exposed wall ends must be covered to prevent water from infiltrating the cavity. Georgia-Pacific Gypsum does not warrant and is not responsible or liable for the performance of the cladding or exterior systems applied over DensGlass Sheathing. The suitability and compatibility of 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 DensDeck® Roof Board brochure. DensGlass Sheathing is not intended for interior or exterior tile applications. For interior tile 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 E136 or CAN/ULC S114. DensGlass Sheathing exceeds ASTM C1396 sheathing standards for humidified " deflection by a factor of 10 in tests over the standard for regular gypsum sheathing. 5/8" (15.9 mm) 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 S102. Handling and Use —CAUTION This product contains fiberglass facings whichmay cause skin irritation. Dust and fibers produced during the handling and installation of the product may cause skin, eye and respiratory tract irritation. Avoid breathing dust and mini- mize contact with skin and eyes. Wear long sleeve shirts, long pants and eye protection. Always maintain adequate ventilation. Use a dust mask or NIOSH/ MSHA approved respirator as appropriate in dusty or poorly ventilated areas. Material Safety Data Sheet (MSDS) is available at www.buildgp.com/safetyinfo or call 1-404-652-5119. Product Data Thicknesses: 1/2"(12.7 mm); 5/8" (15.9 mm) is Type X (ASTM C1177) Width: 4' (1220 mm) standard, tolerance up to± 1/8" (3.2 mm) Lengths: 8' (2438 mm), 9' (2743 mm) or 10' (3048 mm) standard Edges: Square continued---)- m. 11 u Georgia-Pacific DenSGlassI Technical Service Hotline 1.800.225.6119 or Sheathing www.gpgypsum.com Physical Properties Width, nominal 4' (1219 mm) ± 1/8" (3 mm) 4' (1219 mm) ± 1/B" (3 mm) Length, standard 8' (2440 mm), 9' (2743 mm), 8' (2440 mm), 9' (2743 mm), 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' 6' (1829 mm) 8' (2438 mm) Racking strength', lbs./ft. (dry) (NIT), Ultimate -not design value >540 (7B78) >654 (9544) Flexural strength., parallel, Ibf. (N), 4' weak direction z80(356) 2-100 (445) Compressive strength min. 500 psi (3445 kPa) min. 500 psi (3445 kPa) Humidified deflectionl.4 <2/8" (6 mm) <1/8" (3 mm) Permeance', Perms (ng/Pa•s•m2) >23 (1300) >17 (970) R Value', ft2= F•hr/BTU (M2-K/W) .56 (0.099) .67 (0.118) Combustibility' Noncombustible Noncombustible Linear expansion with moisture change, in/in %RH (mm/mm %RH)e 6.25 x 10-6 6.25 x 10-' Surface burning characteristics per ASTM E84 or CAN/ ULC S102: flame spread/smoke developed 0/0 0/0 Coefficient of thermal expansion, 8.5 x 10-1 8.5 x 10 in/ in/°F (mm/mm/°C) (15.3 x 10-91 (15.3 x 10-1)e Tested in accordance with ASTM C473 ' Double fasteners on ends as needed 1 Tested in accordance with ASTM E95 (dry cup method) e Tested in accordance with ASTM E72 3 Tested in accordance with ASTM C518 (heat flow meter) 'As defined and tested in accordance with ASTM E136 or CAN/ULC S114 4 Specified values perASTM C1177 a As stated by Gypsum Association GA-235 Tested in accordance with ASTM E226-85 TRADEMARKS Unless otherwise noted, all trademarks are owned by or licensed to Georgia-Pacific Georgia- Pacific Gypsum LLC. Gypsum 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. U.S.A. Georgia-Pacific Gypsum LLC Georgia- Pacific Gypsum II LLC UPDATES AND CURRENT INFORMATION The information in this document may change without Canada Georgia-Pacific Canada LP www.gpgypsum.com notice. Visit our..website at www- updates and current information. 9P9YPforPSALES INFORMATION AND ORDER PLACEMENT CAUTION For product fire, safety and use information, go to www.buildgp.com/safetyinfo U. S.A. West: 1-800-824-7503 or call 1-800-225-6119. Midwest 1-800-876-4746 South Central: 1-800-231-6060 FIRE SAFETY CAUTION Passing a fire test in a controlled laboratory setting and/or certifying or Southeast: 1-800-327-2344 labeling a product as having a one -hour, two-hour, or any other fire resistance or protection rating Northeast: 1-800-947-4497 and, therefore, as acceptable for use in certain fire rated assemblies/systems, does not mean that either a particular assembly/system incorporating the product, or any given piece of the product CANADACanadaTollFree:1-800-387-6823 itself, will necessarily provide one -hour fire resistance, two-hour fire resistance, or any other QuebecTollFree:1-800-361-0486 specified fire resistance or protection in an actual fire. In the event of an actual fire, you should TECHNICAL INFORMATION immediately take any and all actions necessary for your safety and the safety of others without U. S.A. and Canada: 1-800-225-6119, www.gpgypsum.com regard for any fire rating of any product or assembly/system. 02014 Georgia -Pack Gypsum L.C. All rights reserved. 1/14. GP -TM Lit Item E32250. Florida Building Code Online Page 1 of 1 WIMP z i.. t1S 11@S5 Oi.7jQa1 F rgu1L s,ASGUi:3i8PR fl6PISDLteI 1B6pj SCF3iSP.R Or a_ Product Approval z USER: Public user Product Approval Menu > Product or Application 5earch > 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# 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 ti A icanons FL# Type Manufacturer Validated By Status FL15000-R2 Revision Therma-Tru Corporation Ryan J. King, P.E. Approved Category: Exterior Doors 813) 767-6555 History Subcategory: Swinging Exterior Door Assemblies H.e one earl/nr the --mission if necessarY. Approved by DBPR. Approvals by DBPR shall be reviewed and ra f Contact Us:: 2601 Blair Stone Road Tallahassee 32 9 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. Ifyou do not want your e-mail address release4 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 if they one. The emails provided may be used for official Communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an mail a5d5dress which e d be I e made available to the public To determine if you are a licensee under Chapter y h em Product Approval Accepts: 0 ® M Credit= • Safe l LUC11.'A[F T,ItEC' Page 1 of 3 Florida Building Code Online rai>i II I BCIS Home Log In ; User Registration j Hot Topics j Submit Surcharge Stats & Facts j Publications FBC Staff 1 BCLS Site Map 1 Links Search Florida Product Approval USER: Public User On Search > Aoolication List > Application DetailProductAo oro_I Mew > Product or Aooli r- FL15000-R2 FL # Revision Application Type 2014 Code Version Approved Application Status Comments Archived Therma-Tru Corporation Product Manufacturer 118 Industrial Drive Address/Phone/Email Edgerton, OH 43517 419) 298-1740 rickw@rwbidgconsultants.com Vivian Wright Authorized Signature rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Exterior Doors Category Swinging Exterior Door Assemblies Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 9 Evaluation Report - Hardcopy Received Architect Name who developed Lyndon F. Schmidt, P.E. Florida Engineer or the Evaluation Report PE-43409 Florida License National Accreditation and Management Institute Quality Assurance Entity Quality Assurance Contract Expiration Date Ryan11208J. King, P.E. Validated By RJ Validation Checklist -Hardcopy Received FL15000 R2 COI Certificate of Indeoendence.odf Certificate of Independence Year Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSA101/I.S.2/A440 2005 1996 ASTM D1929 1999 ASTM D2843 2003 ASTM D635 1998 ASTM E1300 2000 ASTM E84 1995 ASTM G26 1994 TAS 202 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15000 R2 Eauiv FL - 15000 E4uiv of Standards.odf Page 2 of 3 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D 05/29/201S Date Submitted 06/28/2015 Date Validated /O5/2015 Date Pending FBC Approval 0707/05/2015 Date Approved summar of Products FL # Model, Number or Name Description 15000. 1 a. "Rber-Classic" or "Smooth -Star" 6'8 "Non -Impact" opaque OX o. Fiber rw Xlass DoorhpwithoutSidelite(s) - Outswing Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A other: SeeINST15000.1 for Design Pressure Ratings, any additional uselimitations, installation instructions and product particulars. ( This product approval requires the use of 111" es, which have part r paintedwithin 6nmondthstof installation.) been stained o 15000.2 b. "Fiber -Classic" or "Smooth -Star" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A other: SeeINST15000.2 for Design Pressure Ratings, any additional uselimitations, installation instructions and product particulars. ( This product approval requires the use of 117" part number doors and sidelites, which have been stained or painted within 6 months of installation.) 15000.3 c, "Fiber -Classic" or "Smooth -Star" Installation Instructions FL15000 R2 II INST 15000.1.odP Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15000 R2 AG EVA 15000.1.odf Created by Independent Third Party: Yes Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A other: SeeINST15000.3 for Design Pressure Ratings, any additional use limitations, installation instructions requires theuse product particulars. (This product approval 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" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: SeeINST15000.4 for Design Pressure Ratings, any additional uselimitations, installation instructions and 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.) 6-8 " Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Installation Instructions FL15000 R2 II INST 15000.2.12df Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLS5000 R2 AE EVAL 15000 2.Qdf Created by Independent Third Party: Yes 810 "Non - Impact" Opaque Fiberglass Door with & without Sidelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Installation Instructions FL15000 R2 II INST 15000.3.12df Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL150D0 R2 AE EVAL 15000 3.odf Created by Independent Third Party: Yes 810 "Non - Impact" Opaque Fiberglass Door with & without Sidelite(s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Installation InstNc io ns P0n0. 4.Ddf FL15000 VerifiedBy: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15000 R2 AE EVAL 15000 4.odf Created by Independent Third Party: Yes 810 "Non - Impact" Glazed Double Fiberglass Door-.Outswing Inswing (XX Configurations) 15000.5e. "Fiber -Classic" or "Smooth -Star" Florida Building Code Online Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/AOther: See INST 15000.5 for Design Pressure Ratings, any additional use limitations, installation instructionsies the useproductparticulars. (This product approvalof1,3" part number doors, which have been stained or painted within 6 months of installation.) 15000.6 f. "Fiber -Classic" or "Smooth -Star" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/AOther: See INST 15000.6 for Design Pressure Ratings, anyadditionaluselimitations, installation instructions and product particulars. (This product approval requires the use of ")" part number doors, which have been stained or painted within 6 months of installation.) Page 3 of 3 Installation Instructions' FL1500-R2 II INSI" 15000.5.adfVerifiedBy: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL150 AE E`AI tThir S.odf Created by IndependentThlyd Party: Yes 6'8 "Non -Impact" Center Hinged Glazed Fiberglass Double Door - Inswing (OX or XO Configurations) Installation Instructions rI 15000 R2 II TNSJ t S (0 6.odPVerifiedBy: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL150D0 R2 AE EVAL 15000.6.Qdf Created by Independent Third Party: Yes Back Next Conta Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone• 85-487-1824 The State of Florida is an WEED employer. Co riht 2)07-2013 State of Florida.:: Priva%taten'eI :: Accessio a pu tatement :: Refund Statement end Instead, contact the office b phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to UnderFloridalaw, email addresses are public records. If do not want your e-mail address released in response to apublic-records request, do not an electronic mail to this entity. public record. If you do not wish 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 i theyhaveone. The emails provided maybe used for official communication with the licensee. However email addresses are p supplyapersonaladdress, Please provide the Department with Chaeme pteriaddress455, F.s which c nick hag. de available to the public. To determine if you are a licensee under plea Product Approval Accepts: 5eC13ill AtI:l']tlCti ' 11:.1 119 -1 1101 THERMA TRU DOORS 1 1 e INDUSTRIAL DR.., EDOCRTDN. DH 43517 Smooth -Star" and "Benchmark by Therma-Tru" 6'8" SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS W/ & W/OUT SIDELITES INSWING / OUTSWING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES General Notes 1. This product anchoring drawing has been developed in compliance with the 5th Edition 2014) Florida Building Code (FBC) excluding the "High Velocity Hurricane Zone". See the Certification Agency Certificate for sizes, specifications and ratings. 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing, stucco, foam, brick and other wall coverings. 3. Wood screws shall be installed following installation instructions of ANSI/AF&PA NDS 2012. All other fastener types to be Installed following fastener manufacturer's installation instructions. 4. Fastener embedment depths, edge distances and center -center distances shall be as specified by the fastener manufacturer but in no instance shall they be less than shown in this drawing. 5. Where shims are used, they must be a "rigid / stiff"material that complies with the requirements of the FBC. 6. Positive and negative design pressure requirements for use with this drawing shall be determined by others for specific jobs in accordance with the governing code. 7. Site conditions not covered by this drawing are subject to further engineering analysis. TABLE OF CONTENTS SHEET DESCRIPTION 1 Typical elevations, design pressures & general notes . 2 Buck anchoring 3 Frame anchoring 4 Frame anchoring & bill of materials 5 Horizontal & vertical cross sections 6 1 Vertical cross sections 105,517' MAX. OVERALL FRAME WIDTH 1 2 3 5 5 5 . II II it li il li it li I I; 4m $ i w L 1 'I i'_' I; I II I I I I I I I I I II s 6 2 6 6 6 6 DOUBLE W/ SIDELITES OXXO MAX DESIGN PRESSURE 55.0 -55.0 37W MAX. OVERALL WIDTH 5 5 1 e'I A 'i _A SINGLE X MAX DESIGN PRESSURE 67.0 -67.0 o: 68.50" MAX. OVERALL WIDTH t V 5 5 $ y., I I 1 I II II II II I IIIII II II II II 1 I; •;I 1; II II •II II II II 1 I; II II V I' II I' 'I II II SINGLE W/ SIDELITES OXO MAX DESIGN PRESSURE 40.0 -40.0 74.50" MAX. OVERALL WIDTH 1 2 3 5 5 53.00" MAX. OVERALL WIDTH 1 2 3 5 5 55 Is- -1, 1 1 I I II II tl II I I I I 11 II II II 1' 4 I I i 1 1 I I II II II II 11 i it 'i t'SI -y i i' 'i S1 L}'J I; ; I • i it 'i It -sl r -y i' liIt_-SI It -51 DOUBLE XX SINGLE W/SIDELITE OX MAX DESIGN PRESSURE MAX DESIGN PRESSURE 55.0 -55.0 +40.0 -40.0 LOCK HARDWARE MFG i SERIES KWIKSET SIGNATURE SERIES LATCH KWIKSET SIGNATURE SERIES 780 DEADROLT W CD O WZ 0 0 Fo i1 In Gw 1=—w vwi w v ca 2 of M H62 a a a SCAM N.T.S. DWG. Br: JK m CHK. er: LFS 3 DRWNG NO, FL-15225.5-68 " 0 sHED 1 DF 6 " O T MASONRY_7--% OPENING TYP. HEAD JAMBS 2X BUCKci II I k II *\—MULLION MASONRY 4 II SHOWN FOR OPENING TYPII REFERENCE HEAD II JAMBS 2X BUCK—/'- ii II II II II II II SINGLE W/SIDELITE BUCK ANCHORING 4" i 7 MASONRY OPENING 2X BUCK rn (3 4" --r 1 1 4" I k II MULLION 4 II SHOWN FOR Typ.II REFERENCE HEADII JAMBS II MULLION SHOWN FOR II REFERENCE II I II I II I SINGLE W/SIDELITES BUCK ANCHORING 4 L In 00 C; M4. Z. 01 Zd 0 X ZO wG. G. ma G. 0 Sla: 4- 4" 4 4 II II II II MULLION MASONRY I I I SHOWN FOR II MULLIONA OPENING TYIP. HEAD TYP- 11 REFERENCE II SHOWN FOR JAMBS II ASTRAGAL HEAD II REFERENCE II NOTES SHOWN FOR JAMBS II II 1. 2X buck min. S.G.,' 0.55. 2X BUCK —/ REFERENCE 2X II BUCK CONCRETE ANCHOR NOTES: II 1. Concrete anchorlocations at the comers may be adjusted to maintain the min. ASTRAGALedgedistancetomortorJoints. MAX. SHOWN FOR2. Concrete anchor locations noted as ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors C 6 2 C3 II REFERENCE may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCfl0k.z....`-.-.== fN fi M ................ ...........IR Typ o ... .... DOUBLE DOOR DOUBLE W/SIDELITES 1Tw 1/4" 1-1/4' 2" 4" TAPCONO BUCK ANCHORING MASONRYJ OPENING BUCK ANCHORINGELCO 1/4" 1-1/4" V, 4- ULTRACONO C, a_0 U CO Dco 0 O 4" C O 1w c 1- c6 DATE: 2121112 SCALE: N.T.S. DWG. BY. JK CHK. BY; LFS DRAWING NO.: FL-15225.5-68 SHEET _2 OF_6 D., „E" 73" 3" I I I I I I 1 1 I MULLION I IIII SHOWN FOR REFERENCE A W/2X BUCK INSTALLATION 9 W/1X BUCK INSTALLATION o46 o TYP. HEAD & JAMBS - D„ "E„ VIEW "C"-"C" SINGLE DOOR W/SIDELITES o IN PAIRS 30 TYP. yTYP. J 3•' --I I- a W.2 2 W 82 o Qy N I-' n N In F µU O o^ v' SEE DETAIL "4" o j v SEE' 0 DETAIL N 1 T= D„ ,A„ 7' 3,. 16" I I N MULLION N SHOWN FOR aE S REFERENCE j X BUCK INSTALLATION 1 X BUCK INSTALLATION HEAD & JAMBS o - t Ci J VSEE - DETAIL "2' u zqg orn 6„ g` gym MCG6 On z W/2X BUCK OZ ztm A INSTALLATION N 9 0 = a 9 W/IX BUCK — N Maw (L a INSTALLATION W Ci a TYP. HEAD & S E O Z JAMBS ri d o o z 15 ERoDETAILS16 + J C„ „D, ,A„ „B„ ,A„ VIEW "E"-"E' ^ VIEW "D"-"D" SINGLE DOOR W SIDELITE VIEW "B"-"B" SINGLE DOOR SHOWN W/ OPTIONAL CORRUGATED FASTENERS, REM 130 (TYP. ALL SIDELRE TO DOOR JAMB CONNECTIONS) SIDELITE NOTES: 1. The sidelite is direct set into the jamb with (12) #8 x 2" pfh. wood screws. There are (4) at each verticaljamb, from the top down at 13.5, 31", 48.5' & 66". There are (2) at the header at 4" from the outside comers of the frame. There are (2) at the sill, 4" from the outside comers. 2. For optional sidelite construction with staples, sidelite Is direct set into the jamb with 14)'/6"X 1 3/," 16 ga. staples along each jamb (6" from ends and equally spaced thereafter). CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min, edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: r iN;,C.. A.kA.N. ....M..N... K....... YPE tr191bh1> Nt 70 hIAS[7NRY ;.; TOA6JAGEHT .:. SIDE.:..;.,, AN.CNOR::::; i.; ITW TAPCON® 1/4" 1.1/4" 2" 4" ITW TAPCON® 1 3/16" 1.1/4" 3" 1.1/2" 0 B DETAIL "IS W/2X BUCK 2 LLINSTAATION W/1X BUCK 12 CINSTALLATION1 1 DETAIL 'T W/2X BUCK Ic INSTALLATION W/1X BUCK INSTALLATION DETAIL VIEW 'A" -'A" B C1 1 DETAIL "4" SCALE N.T.S. DWG. BY: JK HK. ay: LFS RAWING NO.: FL-15225.5-68 HEET_ 3 OF 6 1 O 4 U O VIEW "C"-"C„ F-- C,• 4- a L 11 I 3„ 3" 7„ I_ II II 1 II 41 I 1 II SEE NOTE 31I I _ SHEET 3 11 SEE DETAIL 'T' II 1 ASTRAGAL II MULLION SHOWN FOR 11 SHOWN FOR REFERENCE 11 REFERENCE ONLY 11 16 11 16 II 1611 12 5 11 5I 11 11 C„ „E" DOUBLE DOOR W/SIOELITES IN °N PAIRS 30 > - v TYP. 3„ ` v A W/2X BUCK INSTALLATION of 9 W/1X BUCK zLiUINSTALLATION TYP. HEAD w z JAMBS iy A„ 3° r` 6„ SEE DETAIL 113„ II W/2X BUCK INSTALLATION W/1X BUCK ASTRAGAL ( INSTALLATION SHOWN FOR IITYP. HEAD & REFERENCE 11 JAMBS ONLY II I I EE DETAIL S4' JIN o - o¢ 16 11 16 N N c) - I n" 5 II 5 11 II VIEW "E"-"E" DOUBLE DOOR SHOWN W/ OPTIONAL CORRUGATED FASTENERS. ITEM 130 (IYP. ALL SIDELUE TO DOOR JAMB CONNECTIONS) W/2X BUCK 2 INSTALLATION W/1X BUCK INSTALLATION 12 1O C Material STEEL 1 STEEL STEEL DETAIL "i " Item DESCRIPTION A 10 x 2-112" PFH WOOD SCREW X 1-3 4 PFH WOOD SCREW10 A10X1PFHWOODSCREW10x34LG. PFH WOOD SCREW (Hinge to Frame STEEL 2 10 x 2" LG. PFH WOOD SCREW STEEL 3 8 x 2-112" LG. PFH WOOD SCREW STEEL 4 1 4" x 2-3 4" PFH ELCO OR ITW CONCRETE SCREW STEEL 5 1 4" x 1-3 4"ITW PFH CONCRETE SCREW STEEL 9 1 4" x 3-3 4" ITW PFH CONCRETE SCREW STEEL 11 3 16" x 3-1 4" ITW PFH CONCRETE SCREW STEEL 12 1 4" x 3-1 4' ITW PFH CONCRETE SCREW STEEL 13 MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 16 1 4" X 2-1/4" PFH ITW CONCRETE SCREW STEEL 20 HEADER JAMB SUGAR PINE SG >= 0.34 WOOD 21 3 4" THK. PRESSURE TREATED SIDELITE PAD WOOD 30 1 2" X 1" X 25 GA. CORRUGATED FASTENER STEEL 3-- 4'- i B 1 C 1 DETAIL " 4" 0 U SEE DETAIL A" pjVZ17 0 o Z Z Uo 1v i ng Maas D co VIEW "A" -" A" W/2X BUCK INSTALLATION 3 0 W/ 1X BUCK 11 INSTALLATION DETAIL " 3" ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. n m o ¢ a N z O o z a DATE, 2/ 21 / 12 zz SCALE: N. T.S. D Dwc. BY: JK m CHK. BY: LFS ; DRAWING NO.: N FL- 15225. 5-68 0 SHEET 4 OF 6 N Z f 1 X BUCK w N N INTERIOR EXTERIOR 1 HEAD JAMB 5 To 1xsub-buck Inswing shown INTERIOR 2 HEAD JAMB To wood frame Inswing shown 2X BUCK INTERIOR 4 A EXTERIOR 25" MAX. SHIM SPACE 1.15' MIN. 1.25' MIN. EMB. EMB. TYP. 4 VERTICAL SIDE JAMB To 2x sub -buck Inswing shown EXTERIOR 4 ' e zd iz ymcy5 Z U2XBUCK a ^ h A NN INTERIOR EXTERIOR 3 HEAD JAMB To 2x sub -buck Inswing shown INTERIOR EXTERIOR 0.15' MIN. C-SINK 0.25' MAX. SHIM SPACE 1.15' MIN. EMB. 5 VERTICAL SIDE JAMB 5 To wood frame Inswing shown ON a n'0Z UN •• r Z 0 Z U 0 g Nw 9 a 0 a G, n a llV 0 0EoZ j c Ia) Q U cc z o o In j Ad Lu rn z o tim NU o 0 a a DATE: 2121112 SCALE: N.T.S. DWG. BY: JK CHx. Bv: LFS DRAWING NO.: FL-15225.5-68 SHEET $ OF 6 INTERIOR EXTERIOR v VERTICAL CROSS SECTION 6 Inswing configuration INTERIOR EXTERIOR z d 16 m 1 VERTICAL CROSS SECTION 6 Inswing configuration 666 t 6 o ro °z INTERIOR EXTERIOR r U N •• o d EXTERIOR INTERIOR r z r S rm 9 oU N; a N3 ,oc mda n v o0 ; Z m 13 21 12 S a 13 16 CD 1 VERTICAL CROSS SECTION T3 VERTICAL CROSS SECTION 3 m 6 Outswing configuration 6 w N is m a C U O OO a F a INTERIOR 5 VERTICAL CROSS SECTION J Outswing contlguration EXTERIOR z i T6 VERTICAL CROSS SECTION 6 Outswing configuration ATe 2121/12 SCALE: N.T.S. wc. BY: . JK CHk. BY., LFS DRAWING NO.: FL-15225.5-68 SHEET 6 OF 6 I Florida Building Code Online lYG•r ja5.+'G'-}r .qtt3 ' 2 G .j; \ 1}r Hot TOpIc5A. FBusxne Pf ifess onal Ra , 1; - 1•-rF:nth Page 1 of 1 FBC Staff Site Map LinksY M, search ;I Submit Surcharge I Stats & Facts { Publications I ' Florida , ss Product Approval P USER: Public User Product A_ oor°v_al Men—° > Product or Search > Application List Search Criteria Code Version 2014 Application Type ALL ALL Category ALLApplicationStatus Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL other ALL FL# Product Manufacturer Subcategory Compliance Method redQualityAssuranceEntityContractExpired Product Description Approved for use outside HVHZ Design Pressure Refine Search 14634 ALL ALL ALL ALL ALL ALL ALL tearch Results - Applications ValidatedBy Status FL# Tvpe Manuf--=ct°rer Locke Bowden Approved FL14634-R2 Revision Ply Gem Window or Doors ( 334)'300-1800 Category: Histo Subcategory: Sliding Exterior Door AssembliesnTT1ccion if necessary. 487-1824 Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 phone: 85 tent :: ssibiiAcro f Florida. " RefundState+ent The StateofFlorida is anAWffO employer. Co 72013 Stte odo not d hone or by traditional mail. If you have any questions, please contact 850 37 1395. *Pursuant to UnderFloridalaw, email addresses areco public records. bYyP u do not want your e-mail address released in response to s public - records request, If electronic mail to this entity. Instead' public record. If you do not wish to Section 455.2all to t Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address rn theyhaveone. The emails provided may be used for official communimtion with the ricensee. However email addresses are p ansupply a personal address, please provide the Department with Chapter add which c clicka here e available to the public To determine if you are a licensee under plea Product Approval Accepts: src` urtt nit rites Page 1 of 2 Florida Building Code Online g r vas y , rJ'• ..' d .f/. f &' .' r' {e r cn mliGr,:c,r=yr'Yu-'.ram` }y3CT- -''1 ` n..f FJ;' . m; - ' i'4 f M a 0 eq Li 4FV,l r S L.:a.xt Y r: QR OHP3,€fY1Sl6Ii r:CCLdn l or* ProductApProval USER: Public User lication Detail Product Aooro°ate Menu > Product o_ r? _—nolicab° Search > Application List > Application 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 FL14634- R2 Revision 2014 Approved Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Fig Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 614) 532-3596 luanne. harris@plygem.com Adam Blomberg ablomberg @plygemwindows.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Received 2EvaluationReport - Hardcopy Hermes F. Norero, P.E. PE- 73778 National Accreditation & Management Institute 12/ 31/2018 Locke Bowden Validation Checklist - Hardcopy Received FL14634 R2 COI COI PLY GEM SS 2015-02-19.odf Year Standard 1997 AAMA/ NWWDA 101/I.S.2 2002 ASTM E 330 Product Approval Method Method 1 option D Florida Building Code Online Page 2 of 2 04/22/2015 Date Submitted 04130/2015 Date Validated OSJ1Z/2015 Date Pending FBC Approval 06/23/2015 Date Approved 10/12/2017 Date Revised Sum FL # Model, Num 478O me 14634.1 Builder Series Limits ofUse Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25/-50 Other. Without sill riser 14634. 2 I Builder Series 4780 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 other: With sill riser 14634. 3 I Builder Series 4780 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: Non -reinforced. See installation detail for available sizes and configurations. Builder Series 4780 14634.4 I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: Reinforced. See installation detail for available sizes and configurations. Description Sliding Glass Door ()CX) Installation Instructions FL14634 R2 II PGW063 SS 2015-01-02.pdf Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Created by Independent Third Party: Yes Evaluation Reports FL14634 R2 AE PER3054 SS 2015-01-02.pdf Created by Independent I curd Party. Yes Sliding Glass Door (XX) Installation Instructions FL14634 R2 II PGW063 SS 2015-01-02.Ddf Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Created by Independent Third Party: Yes Evaluation Reports FL14634 R2 AE PER3054 SS 2015-01-D2.odf Created by Independent I hird Party. Yes Sliding Glass Door Installation Instructions FL14634 R2 II PGW064 SS 2015-01-02.Ddf VerifiedBy: Hermes F. Norero, P.E. Florida P.E. #73778 Created by Independent Third Party: Yes Evaluation Reports FL14634R2AEPER3055SS 2015-01-02.pdf Created by Independent I hard Party. Yes Sliding Glass Door Installation Instructions FL14634 R2 II PGW065 SS 2015-01-02.odf Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Created by Independent Third Party: Yes Evaluation Reports FL14634 R2 AE PER3056 SS 2015-01-02.odf Created by Independent Third Party. Yes Back Next Conta Us :: 2601 Blair Stone Road Tallahassee FL 3239 Phonephon- 85 0-71824 The State of Florida is an ANEEO employer. Copyright 2307-2013 State of Florida.:: Privacy Statement :: Accessiblii_ N StatementStatement Refundrel d in onse to a do not send Under Florida law , email addressesar e public tfieice by Phoneor by atad traditionalmail If ynt youre-mail ou address any questions Please contact850.4877..1395. -Pursuant to electronic mail m this entity. Section 455.27il W 1 Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address i 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 email address which c n be made available to the public To determine if you are a licensee under apter 55, plea Product Approval Accepts: rrx ® cLhrcE Creditd Safe CCltfli\ l(=ltilS INSTALLATION NOTES: 1. TWO (2) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED 15 THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. . 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 41/2 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 1/16 INCH OR GREATER OCCURS. SHIM(5) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5. FOR INSTALLATION INTO WOOD FRAMING, USE 410 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH MINIMUM EMBEDMENT. 6. FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/16 INCH ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 11/4 INCH MINIMUM EMBEDMENT. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST -BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. FOR GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 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. GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE, EXCLUDING HVHZ. AAMA/N W W DA 101/I.S.2-97 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION 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. 5. APPROVED IMPACT PROTECTVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. DOOR FRAME MATERIAL: ALUMINUM 6063-T6. 7. GLASS THICKNESS& TYPE SHALL COMPLY WITH THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEET B FOR GLAZING DETAIL. B. DESIGNATIONS "X" AND "0" STAND FOR THE FOLLOWING X: OPERABLE PANEL 0: FIXED PANEL 9. APPROVED CONFIGURATIONS: 2T- XO, OX, XX, OXO, XXO, OXX, XOX, OXXX, XXXO, OXXO, XXXX 3T- XXX, XXO, DXX, OXXX, XXXO, XXXXXX, OXXXXO PLY GEM WINDOWS BUILDER SERIES 4780 PATIO DOOR TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A INSTALLATION & GENERAL NOTES 2 ELEVATIONS 3 ELEVATIONS 4 ANCHOR LAYOUTS 5 ANCHORLAYOUTS 6 VERTICAL SECTIONS 7 VERTICAL SECTIONS 8 HORIZONTAL SECTIONS S GLAZING DETAIL 9 HORIZONTAL SECTIONS 10 HORIZONTAL SECTIONS DESIGN PRESSURE RATING MAX. PANEL SIZE DESIGN PRESSURE MISSILE IMPACT RATING 48.50" X 95.00" 30.0 P51' NON -IMPACT o Pw GEMWINDOWS 433 N. MAIN ST., PO BOX 559. ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 O m to O z U yzgs W CY V 2 p w Q V) O Tm z m m RHHa w p pzH pLL, H ¢ z m tt aC, d a m Q1h d p o C W ocaz iltlz vzNuZ 0 U) Digitally signed by Hermes F Norero, P.E. t)wG#: Reason: I am approving this document PGW064 Date: 2015.01.02 13:01:07 -05'00' SHEET: 1 OF10 96.01 D HE 96.312" MAX. DOOR WIDTH 48.50" MAX. PANEL WIDTH 45.25" MAX. D.L.O. WIDTH e C 6 6 95.00" MAX. PANEL P 10 HEIGHT I" MAX. G L 70R 91.25" g 9 GHT MAX. D.L.O. HEIGHT ELEVATION 4 EXTERIOR VIEW - 2 TRACK 96.00 D( HE] NOTE: SCREEN PANELS NOT SHOWN FOR CLARITY. MAX. SCREEN PANEL HEIGHT: 94.50" MAX. SCREEN PANEL WIDTH: 49.00" 96.0 e D, HE 147.000" MAX. DOOR WIDTH 48.50" MAX. PANEL WIDTH 45.25" MAX. D.L.O. WIDTH 6 6 0/1 95.00" 10 MAX. P M PANEL 10 q HEIGHT MAX. G L 9OR91.25" e GHT MAX. D.L.O. HEIGHT 142.56" MAX. DOOR WIDTH 48.50" MAX. PANEL WIDTH 45.25" MAX. D.L.O. WIDTH E F 7 7 95.00" MAX. mPANEL tHEIGHT MAX. OR 91.25" q 9 SHT MAX. D.L.O. HEIGHT o o ELEVATION EXTERIOR VIEW -3 TRACK ELEVATION a Mail PLyWINDOWS GEM 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540184-6848 FX: 540-484-6683 Q 00 M m xko YHdoS v z dm a rHW 6 V 8 w > u m ¢ W m H¢ m UJW H L ¢ a W J ¢ Z m C( H m a maW H m S a o 3 a 0. y:. 33 : m T 4 m J V li z "_ z003uv a DWG #: PGW064 SHEET: 2 OF10 192.00 MAX. DOOR WIDTH 48.50" MAX. PANEL WIDTH E F , 45.25" MAX. D.L.O. WIDTH 3 C PLY GEM 6 6 P WINDOWS 433 N. MAIN ST. PO BOX 559. ROCKY MOUNT. VA 24151 PH: 540-484-6348 FX: 540-484-6683 m m U ##v vW o o H o o S oo v " m 9 Z 96.00' H H p ¢ ¢ LL D e w w m w HEI V) w m H H m NOTE: w C, o gHC, W p a SCREEN PANELS NOT SHOWN FOR F2 m (] rn CLARITY. MAX. SCREEN PANEL HEIGHT: 94.50" LU MAX. SCREEN PANEL WIDTH: 49.001.LLa ELEVATION 11 EXTERIOR VIEW - 2 AND 3 TRACK Z 285. 750" MAX. DOOR WIDTH 0 Z 48. 50" MAX. PANEL WIDTH 45. 25" MAX. D.L.O. WIDTH v W o d O 95. 00" MAX. 10a3 N a PANEL 10 10 `. O HEIGHT 96. 00" MAX. L L K O • • r` Q' DOOR 91. 9 9 9 LI_ F- m HEIGHTMHEIGHT Z V, Y= u Z 003V) a ELEVATION DWG #: EXTERIOR VIEW - 3 TRACK P G W 0 6 4 SHEET: 3 OF10 MAX. DOOR HEIGHT 10 N 95. 00" 10 MAX. J P M P PANEL HEIGHT 9 10 9 10 MAX. G L L 0 to O N 10 10 P P M 10 10 9 J L L 9 25" 9 9 6.00" MAX. FROM CORNERS, TYP --- [ 20.75" MAX. O.C. TYP 6.00" MAX. FROM CORNERS,TYP 20.75" MA; i INSTALLATION ANCHOR, TYP 6.00" MAX. FROM CORNERS, TYP I I-- -- 20.75" MAX. O.C. TYP ANCHOR LAYOUT 6.00" MAX. FROM CORNERS, TYP --- 19.25" MAX. O.C. TYP 6.00" MAX. FROM CORNERS, TYP 20.75" MAX. O.C. TYP I INSTALLATION ANCHOR, TYP J 6.00"MAX. FROM CORNERS, TYP ---I---I--20.75" MAX. O.C. TYP ANCHOR LAYOUT 2 TRACK 2 TRACK 6.00" MAX. FROM CORNERS, TYP — F[ IB.63"MAX.O.C.TYP 6.00" MAX. FROM CORNERS, TYP 20.75" MAX. O.C. TYP I INSTALLATION ANCHOR, TYP J _ rol 6" MAX. FROM CORNERS, TYP -- 20,75" MAX. O.C. TYP ANCHOR LAYOUT 3 TRACK PLy GEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6346 FX: 540 84-6683 c00 H DO S u O u. H d V 2 W O 7 m w N V m Z¢ m P WCC w H OZi¢i a H d H p 4 LL a LU Zvi Yco 2. ¢H p o u U Z p D WG #: PGW064 5HEET: 4 OF10 6.00" MAX. FROM CORNERS, TYP 18.13" MAX. O.C. TYP 6.00" MAX. FROMF7CORNERS,TYP I I 20.75" MAX. O.C. TYP I INSTALLATION JLLONANCHOR, TYP 6.00" MAX. FROM CORNERS, TYP --- I—I-20.75" MAX. O.C. lYP ANCHOR LAYOUT 2 AND 3 TRACK 6.00" MAX. FROM CORNERS, TYP — 17.10" MAX. O.C, TYP 6.00" MAX. FROM CORNERS, TYP 20.75" MAX. O.C. TYP INSTALLATION JANCHOR, pol yol y/r 6.00" MAX. FROM CORNERS, TYP —I 4- -4— W.75" MAX. O.C. TYP ANCHOR LAYOUT 3 TRACK N PLy GEMWINDOWS 433 N. MAIN ST.. PO BOX 559, ROCKY MOUNT, VA Z4151 PH: 540A84-6348 FX: 540-484-6683 In m JXty CO Z p Oo COf- Lu V) J n3 ui U) f) W VLL' wv1 oa:ma Zm,w mZQm w u QLua Z H a CO w d m m WF- V) Z O H zo H U Ww O PROF ` m m J V O Z 0 DWG #: PGW064 SHEET: 5 OF10 p PLy GEM 1 3/4" MIN. SEPARATION 3/4" MIN. EDGE DISTANCE WINDOWS 2 1/2" MIN. EDGE DISTANCE 433 N. MAIN ST., PO ROX 559, CAULK BETWEEN ROCKY MOUNT, VA 24151 CONCRETE/MASONRY BY OTHERS CONCRETE/MASONRY d 1X WOOD BUCK BY OTHERS PH: 540-484-6348 FX: 540-484-6683 X WOOD BUCK m BY OTHERS a V) v 411/4" MIN. Z o gEXTERIORFINISHEMBEDMENTHoBYOTHERS 3/4" MIN. EDGE DISTANCE 1 3/4" MIN. SEPARATION v a p 2X WOOD FRAME BY OTHERS w y LJ ¢ V w J} r 1/4" MAX' SHIM 1 1/2" MIN. Lu H H `O PERIMETER CAULK SHEATHING EMBEDMENT 11 w Z H a BY OTHERS BY OTHERS o o admw EXTERIOR FINISH LU BY OTHERS w3/16" ITW TAPCON INSTALLATION ANCHOR a EXTERIOR INTERIOR 1/4" MAX. SHIM PERIMETER CAULK m VERTICAL SECTION BY OTHERS O.A. 6 CONCRETE/MASONRY - HEAD Z UNIT 2TRACK HEIGHT O.A. #10 WOOD SCREW O UNIT INSTALLATION ANCHOR ul HEIGHT H H EXTERIOR INTERIOR EXTERIOR INTERIOR ce VERTICAL SECTION 6 2X WOOD FRAME - HEAD 2 TRACK iPERIMETERCAULK . ® 110„ * BY OTHERS '• , SET SILL IN BED OF CAULK i 1/4" MIN. UL:. r o OR WET CEMENT EMBEDMENT 'n'; 3/16" ITW TAPCON INSTALLATION ANCHOR CONCRETE/ MASONRY p 0021/2" MIN. 13/4" MIN. EDGE DISTANCE 5EPARATION BY OTHERS a q VERTICAL SECTION m J m w o Z Y= u z 6 CONCRETE/ MASONRY -SILL 2 TRACK DWG #: PGW064 SHEET: 6 OF10 1 3/4" MIN. SEPARATION 3/4" MIN. EDGE DISTANCE 2 1/2" MIN. EDGE DISTANCE CAULK BETWEEN CONCRETE/ MASONRY CONCRETE/ MASONRY h IX BY OTHERS WOOD BUCK BY OTHERS IX WOOD BUCK BY OTHERS 11/4" MIN. d., EXTERIOR FINISH f EMBEDMENT BY OTHERS I 1/4" MAX. SHIM PERIMETER CAULK BY OTHERS 3/16" ITW TAPCON V I I 11 I I1 IDSINSTALLATIONANCHOR EXTERIOR INTERIOR E VERTICAL SECTION O.A.% CONCRETE/MASONRY - HEAD UNIT 3TRACK HEIGHT EXTERIOR PERIMETER CAULK BY OTHERS INTERIOR SET SILL IN BED OF CAULK 1 1/4" MIN. OR WET CEMENT „ EMBEDMENT 3/16" ITW TAPCO INSTALLATION ANCHOR 2 1/2" MIN. 1 3/4" MIN. EDGE DISTANCE SEPARATION p VERTICAL SECTION 7 CONCRETE/MASONRY -SILL 3 TRACK JCRETE/ MASONRY BY OTHERS 3/4" MIN. EDGE DISTANCE 2X WOOD FRAME BY OTHERS SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS 1 3/4" MIN. SEPARATION 1 1/2" MIN. I"A FEMBEDMENT 1/4" MAX. SHIM 10 WOOD SCREW I III I III II II II INSTALLATION ANCHOR If O A EXTERIORUNIT INTERIOR HEIGHT F VERTICAL SECTION 7 2X WOOD FRAME- HEAD 3 TRACK On PLy GEMWINDOWS 433 N. MAIN ST., PO BOX 559. ROCKY MOUNT, VA 24151 PH; 540-484-6348 FX: 540 84-6683 C) Z 0 H OM Sp rO nJ n H a V = p c V ttLU u T b m H H 4 OCw w p CpZH m p H ¢ Z ^ mwp a Dm LUaM o wH p yob A/ ??,ON w ~ m 'lu J U) Z = U Z3U) p DWG #: PGW064 SHEET: OF10 CAULK BETWEEN IX WOOD BUCK & CONCRETE/ MASONRY BY OTHERS 3/4" MIN. EDGE DISTANCE 4pW 1 3/4" MIN. SEPARATION p 2 1/2" MIN. .a • EDGE DISTANCE r. 1X WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS 1 1/4" MIN. EMBEDMENT 1/4" MAX. SHIM INTERIOR 3/16" ITW TAPCON INSTALLATION ANCHOR SEE GLAZING f DETAIL A EXTERIOR PERIMETER CAULK BY OTHERS O.A. UNIT WIDTH 8 HORIZONTAL SECTION CONCRETE/ MASONRY -JAMB 2 TRACK 11/2" MIN. EMBEDMENT INTERIOR 1/4" MAX. SHIM SEE GLAZING _ DETAIL A 2X WOOD FRAME ti';., BY OTHERS 10 WOOL) SCREW a PLyWIN oM 933 O MAIN ST.. PO BOX 559, ROCKY MOUNT, VA 24151 PK 540-484-6348 FX: 540-484-6683 m 1 INSTALLATION ANCHOR M m Cs tk v Y Z o & 1 3/4" MIN. M00Ov) m „ SEPARATION v7 W w 0 2 W H ¢ l9 Q V ` W Z Z T U1 m W 3/4" MIN. EDGE o m H ¢ m DISTANCE w a Z H a p pYf Lija, H ¢ Z ^ U, U J 2 DK d m W EXTERIOR SHEATHING BY OTHERS PERIMETER CAULK 11 BY OTHERS EXTERIOR FINISH a BYOTHERSO. A. UNIT WIDTH I V) Z O rHf- HORIZONTAL SECTION 8 2X WOOD FRAME -JAMB H P 2 TRACK Lu t Lu nINTERIOR 5/ 8" O.A. INSULATED GLASS CONSISTING OF: 5/ 32" TEMPERED GLASS, !vQ ,.•• tiY' AIR SPACE, "5 5 II5/32" TEMPERED GLASS, ; dp c 1 tsa 0. 75" GLASS BITE _ ,'b y•• p(tD g EXTERIOR m m 0 Z 'n ' = u Z GLAZING DETAIL A NOTE: " N GLASS THICKNESS AND TYPE DWG #: SHALL COMPLY WITH ASTM E 1300 PGW064 GLASS CHART REQUIREMENTS. SHEET: 8 OF10 1 1/4" MIN. EMBEDMENT CAULK BETWEEN IX WOOD - SUCK & CONCRETE/ MASONRY BY OTHERS 3/4" MIN. EDGE DISTANCE. nylaAlluA 1 3/4" MIN. SEPARATION TYP. 2 1/2" MIN. EDGE DISTANCE 1/4" MAX. SHIM INTERIOR 3/16" ITW TAPCON INSTALLATION ANCHOR 1X WOOD BUCK'' '' EXTERIOR BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. UNIT WIDTH HORIZONTAL SECTION 9 CONCRETE/ MASONRY -JAMB 3 TRACK INTERIOR EXTERIOR HORIZONTAL SECTION C J INTERLOCK 111 7PLy GEN1 WINDOWS 433 N. MAIN ST., PO BOX 559. ROCKY MOUNT, VA 24151 1/ 4" MAX. SHIM 1 1/2" MIN. EMBEDMENT PH:54O-484.6348 FX:540-484-6683 M m INTERIOR a Z o 2X WOOD FRAME. o BY OTHERS N m a VV_ o 10 WOOD SCREW w z a u m w INSTALLATION ANCHOR i N m H Q¢ m a p0 0 H¢ Z m 1 3/4" MIN. O tii H = t a a mwSEPARATION TYP. m w a m Iw-- 3/4" MI . EDGE DISTANCE m EXTERIOR SHEATHING BY OTHERS In PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS O H z O. A. UNIT WIDTH Lo HORIZONTAL SECTION L8 K wLU LU9 2X WOOD FRAME -JAMB 1y a 3 TRACK INTERIOR D- F S EXTERIOR v a o m* mZ min Z Y = u Z HORIZONTAL SECTION b ' a: DWG #: C) % BUTT STILE PGW064 SHEET: 9 OF10 PLy GEM WINDOWS 433 N. MALN ST., PO BOX 559, ROCKY MOUNT, VA 24151 INTERIOR INTERIOR PH: 540-484-6348 FX+ 540-484-6683 670 m M U) U VOEl00OZOHQo U) J m n m J Ln p o W JC 67 Q V W Z U) CN,Ol T O m u m Q m v EXTERIOR EXTERIOR p o H a w s m a HORIZONTAL SECTION HORIZONTAL SECTION w . BUTT STILE W/ SCREEN ADAPTER SCREEN BUTT STILE Q C) H zo INTERIOR ` H J U w W 36 0 O O, ti EXTERIOR LL f n F PQ HORIZONTAL SECTION .yam''•.. INTERLOCK W/SCREEN INTERLOCK ,,i/y•il W "• m Co V Q Z, = uZao3vV) a DWG #: PGW064 SHEET: 10 OF10 Page 1 of 1 Florida Building Code Online S F CC M ys .--. Ne 7ra 'yC"Cti f.yJ. ^w y5'' `' [.. , S.L(d ..=' - or Product Approval USER: Public User Product AOeroyal Menu > Product or Aooliation Search > Application List Search Criteria Code Version 2014 Application Type All Category ALL Application Status AU Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Refine Search 9174 FL# ALL 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 earch Results - Applicauons Validated By Status FL# Type manufacturer p d FL9174-R1i Revision Wayne -Dalton, a division of Overhead Door Cor oration (704) 564- 867 rt Dietrich PE Approve Category: Exterior Doors History Subcategory: Sectional Exterior Door Assembliesh, rnmmission if necessary. contact Us:: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an ANEEO employer. Co ri ht 2007-2013 State of Florida.:: Privacvytatement :: Accessibility Statement "Refund Statementtoapublic -records request, do not send Under Florida law, email addresses are public records. If you do not want your a -mail address released in response 1395. *Pursuant to electronic mail to this entity. Instead, contact the office by Phone or by traditional mail. If you have any questions, please contact 850.437.an email they have Section .275( The Florida provided may u Octobeed for official1,20lcommuniaGIcensees lonwith thenseddlenseereHroweveremailddrressesarepublicrecord. IfYou do not wasrh to f supply a personal address, please provide the Department with an email addresFs Wpleasae n be me dUckhree available to the public. To determine if you are a licensee under Chapter Product Approval Accepts: FM W ® Credit= • Sale tiCcurlt4,MI-TRICS- Florida Building Code Online Page 1 of 6 IONA ff BCTs Site Map Links Search BCIS Home Log In User Registration j Hot Topics ; Submit Surcharge Stabs & Facts I Publications ; FBC Sta; i Florida Product Approval rr USER: Pu61ic User tr rras Px,iw: Product Approval Menu > Product or Aoolication Search > Application List > Application Detail FL# FL9174-R11 Application Type Revision Code Version 2014 Application Status Approved Comments set to re -apply per applicants request 4/28/15-rb LJ Archived Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850) 475-6197 Mark Garon@Overheaddoor.com Authorized Signature Greg Taylor gtaylor@Wayne-Dalton.com Technical Representative Greg Taylor 3395 Addison DriveAddress/phone/Email Pensacola, FL 32514 850)474-9890 gtaylor@wayne-dalton.com Quality Assurance Representative Address/Phone/Email Exterior Doors Category Sectional Exterior Door Assemblies Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Z-- Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed John E. Scates the Evaluation Report PE-51737 Florida License Intertek Testing Services NA, Inc. Quality Assurance Entity Quality Assurance Contract Expiration Date 06/27/2038 Validated By Kurt Dietrich PE I Validation Checklist- Hardcopy Received Certificate of Independence FL9174 R11 COI Cert. of Ind Scates 2011 s.pdf Year Referenced Standard and Year (of Standard) Standard 2002 DASMA-108 DASMA-115 2005 Equivalence of Product Standards Certified By Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised FL# Model, Number or Name 9174.1 5120 / 6100 / 9100 #0228 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +26.90/-30.80 Other: 9174.2 5120 / 6100 / 9100 #0229 Method 1 Option D 04/06/2015 04/28/2015 05/041201S 06/23/2015 08/11/2017 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind-borne debris region unless protected or unlessstructureisdesignedaspartiallyenclosedordooris a replacement door. 9174. 15120 / 6100 / 9100 #0230 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +25.90/-28.60 other: 9174.4 5120 / 6100 19100 #0231 Page 2 of 6 Description 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions A 9174 Rli II 0228 318958 P7 odfFL9174RS1IITrackSuDCmanrt hart P10.odf FL9174 RS1 II WDJambSuoolementPl6 s.pdtVerifiedBy: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 Rll AE Eval Re 9100 rl s odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s. df Created by Independent Third Party: Yes r h. 8'-9" Max height. Max section height 21". Glazing top or intermediate section. Instructions1II0229318959P8.DdflIITrackSuoolementChartP10.odflIIWDJambSuoolementPl6s.Ddf Verified By: Jahn E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11. Eval Re 9100 rim FL9174 R11 AE FLO9174 r9 Affirmation fo7 FBC Sth 2014s. df Created by IndependentThird Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structureisdesignedaspartiallyenclosedordoorisa replacement door. 9174. 5 5120 / 6100 / 9100 #0234 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43.20/-49.60 Other: Installation Instructions FL9174 R11 II 0230 318960 P10.odf FL9174RliIITrackSuoolementChartP10 adf o, Tr wrnambSuoolementPlb s.oaf Verified By: John E. Scates P.E. FLORIDA PE S1737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11AE Eval Reot 9100 rim FL9174R11AEFL09174r9AffirmaionforFBC Sth 2014s. df Created by IndependentThird Party: Yes rFL9174R11 h. 8' A" Max height. Max section height 21". Solid only vailable. Instructions FL9174 _ ift996 PS.Pdf II Track Suoolement Chart PSO.odf II WDJambSuoolementP16 s.Dui Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 Rli AE Eval Re 9100 rl s.odf FL9174 RSS AE FL09174 r9 Affirmation for FBC Sth 2014s. df Created by IndependentThird Party: Yes 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 Ril II 0234 3190, 2 P5.ndf FL9174 RliIITrakSuoolementChartP10Qdf FL9174 4 R11IIwmamobuoDlementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by independent Third Party: Yes Florida Building Code Online 9174.6 15120 / 6100 / 9100 #0235 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure. +39.20/-43.70 Other: 9174.7 15120 / 9100 #0232 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +12.40/-13.80 Other: Doors with glazing shall not be used in the wind-borne debris region unless protected or unlessstructureisdesignedaspartiallyenclosedordooris a replacement door. 9174.8 15120 / 9100 #0233 Page 3 of 6 Evaluation Reports FL9174 Rll AE ASTM A 653.odf FL9174 Rll AEEvalRept 9100 rlFL9174RSSAEFL09174rAffirmation for FBC Sth 2014s. df Created by IndependentThird Party: Yes 16' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 Rll II 0235 319023 EL12% FL9174 Rli II 319n40 Pi Post.pdf FL9174RllIITrackSupplementChartP10.odf FL9174 Ril II WDJambSupolemP tP16 s.odf VerifiedBy: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 Rll AE ASTM A 653.pdf FL9174RllAEEvalKept9100ri s.odf FI9174RllAEFL09174r9AffirmationforFBC Sth 2014s. df Created by Independent Third Party: Yes FIBIMaxdth. 8'- 9" Max height. Max section height 21'. Glazing n top or intermediate section.on Instructions 11 II 0232 318999 PS.odf11 IITrackSuoolementChartP10.odf FL9174 II WDJambsun lementPl6 Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTMA 653.odf FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 RiiAEFL09174r9AffirmationforFBCSth 2014s. df Created by IndependentThird Party: Yes Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18. 50/-20.70 other: Doors withglazingshallnotbeusedin the wind-borne debris region unless protected or unless structure is designedaspartiallyenclosedordoorisareplacementdoor. 9174. 9 15120 / 9100 #0236 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30. 00/-33.50 other: 9 774. 10 15120 / 9100 #0237 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39. 20/-43.70 other: 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 II 0233 319000 tj FI 9174 R11IITrackSuoolemrtP10.odf FL9174 R11 II WD]amb5uopl6 s.pdf Verified By: John E. Scates P.EA PE 51737 Created by Independent Third s Evaluation Reports FL9174 RIl AE ASTM A 653. FL9174 RS1 AE Eval Rept 9odf FL9174 R11 AE FL09174 r9 ion for FBC Sth 2014s. dfCreated by Independent ThirdesF1B'ax width. 8' Max height. Max section height 21". Glazing ble in top or intermediate section. llation Instructions 74 RllI Track 19024 P6. odf 74 Ril IP1 POst.pdf74 Rli Iuoolement Chart P10_o'if FL9174 Rli II WDJambSupplementPl6 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.pdf FL9174 R11 E Eval Reot 9100 rl s FL9174 R11 AE FL09174r9AffirmationforFBCSth2014s. df Created by IndependentThird Party: Yes 16' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 II 0237 319025 P6.pdf FL9174 Rll II 319040 P1 Post.odf FL9174 R11 II Track SupplementChartP10.odf FL9174 Rli II WD]ambSupplementPl6 s odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 Rli AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 r1 s.odf FL9174 Ril AE FL09174 r9AffirmationforFBCSth2014s.odf Created by IndependentThird Party: Yes 9174.11 Page 4 of 6 Florida Building Code Online 5120/514016100/9100/9400/9600 1Max height. Max section -ion height 24". Glazing dtl..Ploi 0600 available n or Limits of Use Installation Instructions FL9174 R11 II 0600 319026 P4.odf Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.odf FL9174 RS1 II WDJambSuoolementPl6 Impact Resistant: No Verified By: John E. Scates P.E. A ORIDA PE 51737 Design Pressure: +26.901-30.80not be used in the Created by Independent Third Party: Yes Other: Doors with glazing shall wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a F1.9174 R11 AEE EvaIM ri s.Adf Affirmation for FBC Sth 2014s. dfreplacementdoor. FL9174 R11 AE FL09174 r9 Created by Independent Third Party: Yes axheight. Max height 24" Glazing 9'Maavailable lfin9174.12 5120/Sl40/6100/9100/9400/9600 top orintermediate section.ion 0601 Limits of Use Installation Instructions FL9174 Rll II 0601 319027 P4.odf Approved for use in HVHZ: No Approved far use outside HVHZ: Yes FL9174 Rll II Track Supplement Chart P10.odf RllIIWDJambSuoolementPl6s.odf Impact Resistant: Yes FL9174 Verified By: John E. Scates P.E. FLORIDA PE 51737 Design Pressure: +41.00/-46.30 Created by Independent Third Party: Yes Other: Evaluation Reports FL9174 Rll AE ASTM A 653.pdf FL9174 R11 AE Eval Re t 9100 ri s.odf FL9174R11AEFL09174r9AffirmationforFBC Sth 2014s. df Created by Independent Third Party: Yes Max height 24". Glazing Maxheight. Max a6ai Maxable9174.13 5120/5140J6100/9100/9400/9600 r intermediate section.ion ndtop o0' 0602 Limits of Use Installation Instructions FL9174 R11 II 0602 3_ 19028 PS• Approved for use in HVHZ: No FL9174 Rll II Track Supplement Chart P10.pdf ApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL9174 R11 II WDJambSuoolementPl6 s.oai Verified By: John E. Scates P.E. FLORIDA PE 51737 Design Pressure: +15.30/-17.00 shallnotbe used in the Created by Independent Third Party: Yes Other: Doors with glazing unless wind-borne debris region unless protected or unle Evaluation Reports structure is designed as partially enclosed or door is a FL9174 Rli PF EvalMReot 9100 rl s Affirmationfor FBC Sth 2014s. df replacementdoor. FL9174 RSS AE FL09174 r9 Created by Independent Third Party: Yes aa, vailableMaxndtop ax height. Max on height 24". Glazing intermediate section ht 9174. 14 o0' Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +23.00Onot be used in the Other: Doorswithglazingshallwind-borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.15 5120/5140/6100/9100/9400/9600 0604 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: + 39.20/-43.70 Other: Installation Instructions FL1124 R11 II 0603 319029 P5.i2 FL9174 RliIITrackSuoolementChartPmodfFL9174 R11 II WDJambSupplementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports F19174 R11 AF ASTM A 653.pdf FL9174 Rll AE Eval Kept 9100 ri s.pdf FL9174 R11AEF109174r9AffirmationforFBC5th 2014s. df Created by IndependentThird Party: Yes FFL9174 idth. 8' Max height. Max section height 24" Glazing n top or intermediate section. on Instructions 11 II 0604 319030 P SS IIS1 II 319040 Plpost.odf R11 II Track Suoolement Chart plo.odf FL9174 R11 II WDJambSuoolementPl6 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FLeo 9174 R11 AE EvalRt9100ris.pdf n for FBC Sth2014s.pdf FL9174 R11 AE FL09174r9AffirmatioCreatedbyIndependentThirdParty. Yes 9174.16 512015140/6100/ 910019400/9600 avvai able 01 Max height, Max ion height 24". Glazing n top or intermediate section. 0605 Installation Instructions Limits of Use FL9174 R11 II 0605 319031 P4.pdf Approved for use in HVHZ: No FL9174 Ril II Track Suoolement Chart P10.pdf Approved for use outside HVHZ: Yes FL9174 R11 II WDJambSuoolementPl6 s.pdf Impact Resistant: No Verified By: John E Scates P.E. FLORIDA PE 51737 Design Pressure: +15.30/-17. 00 other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes Page 5 of 6 Florida Building Code Online wind-borne debris region unless protected or unless Evaluation Reports oor is a FI-917I Rll AE Ev IMstructureisdesignedaspartiallyenclosedordllAEReot 9100 r1 s replacement door. FL9174 R11 I FL09174 r9 Affirmatlon for FBC 5th 2014s. df Created by Independent Third Party: Yes 9174. 17 5120/5140/6100/9100/9400/9600 a$ai able in top orMntermax led ate sect onght. Maxlaonheight24" Glazing 0606 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.00/-33.50 Other: Doors with glazing'shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 Rll II 0606 319032 P6.Ddf FL9174 Rll II 319040 Pi Post.odf FL9174 R11 II Track Suoolement Chart P10.odf FI- 9174 Rll II WD3ambSuoolementPl6l VerifiedBy: Sohn E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 Rll AE ASTM A 653.odf FL9174 Rii AE Eval Reot 9100 rl s.odf FL9174RSSAl-_ 1-1L09174 r9 Affirmation for FBC 5th 2014s. df Created by Independent Third Party: Yes 9174. 18 5120/5140/61 00/9100/9400/90 no9ZIn9l availableax height. Max section height 24" Solid only - Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: 9174. 19 15140/6100/9400/9600 #0608 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.50/-20.70 other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structureisdesignedaspartiallyenclosedordoorisa replacement door. 5140/ 9400/9600 #0607 9174.20 1 Installation Instructions FL9174 R11 II 0609 319035 P5.Ddf FL9174 R11 II 319040 Pl POSt.Ddf FL9174RllIITrackSuoolementChartP10.odf FL9174 R11 II WD3ambSudolementP16 s.Ddt VerifiedBy: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports E_ 1741 AE AST A 653.odf AE Eval Reot 9100 rl s.odf lAE FL09174 r9 Affirmatlon for FBC Sth 2014s. dIndependentThird Party: Yes 18, Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 Rll II 0608 319034 P4 odf FL9174RilIITrackSuoolementChartP10.Ddf FL917 WD3amunli ementPlb soar Verified By: Sohn E Scates P.E. FLORIDA PE 51737 Created by independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.1? FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174R11AEFL09174r9AffirmatlonforFBC Sth 2014s. df Created by IndependentThird Party: Yes Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: 25.Oshall $ other: Doorswithotbe used in the glazing wind-borne debris region unless protected or unless structure isdesignedaspartiallyenclosedordoorisareplacement door. 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 II o6o7 319033 PS.Ddf FL9174 R11 II Track Suoolement Chart P10dW FL9174 R11 II WD3ambSuoolementPl6 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.o5 FL9174 Rll AE Eval Re 9100 rl s.odf F19174 R11 AE FL09174 r9 Affirmatlon for FBC Sth 2014s. df Created by IndependentThird Party: Yes Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 85 D-4g?-1624 The State of Florida is an AAJEEO employer. cnuvright 2007-2013 State of Florida.:: Privacv tatemen—t :: " ""` blll—------Statement " Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response le s contact 85rds request, do not send electronic mail to this entity. Instea ' conttac Octoberce y phone or by traditional under Chapter 45511. If you haveaFSnyQquestions, provide theDepartmentwith an email addret wish t if section 455. 275( i), Florida Statutes, they have one. The emalts provided may be used for official communication with the licensee. However email addresses are public record. It You do not se supply a personal address; please provide the Department with an maaf1455,Fs.S.wplea a dick —here e available to the public. To determine if you are a licensee under Product Approval Accepts: W ® ECh M NOTES' 1. SHORT PANEL NON -IMPACT RESISTANT GLAZING OPTION - 090" MINIMUM SSB GLAZING IN MOLDED FRAMES SCREWED 13 CA HORIZ ANGLE - TOGETHER WITH A MINIMUM OF (6) #8x1' SCREWS INSTALLED IN TOP OR INTERMEDIATE SECTION (PATH OR WITHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN PRESSURES SHOWN TH15 DRAWING. GLAZING SHALL HAVE A MAXIMUM HEIGHT 13 CA FLAG ANGLE - OFOF 13.75" AND A MAXIMUM LENGTH OF 16.75". GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR WAND -BORNE DEBRIS REGIONS. 16 GA MIN HORIZ- TRACK 2. LONG PANEL NON -IMPACT RESISTANT GLAZING OPTION - 5/`IBxt-5/8'- 090" MINIMUM SSB GLAZING IN MOLDED FRAMES GLUED WITH LAG SCREWS A 1/8' BEAD OF BOSTIK 11OG OR EQUIVALENT UNDER THE MIN 3 AS OUTER FRAME AND SCREWED TOGETHER WITH A MINIMUM OF SHOWN) 10) 18x1" SCREWS INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS 16 GA MIN VERT- UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS DRAWING. TRACK GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 13.75' AND A MAXIMUM LENGTH OF 39". GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR WIND-BORNE 5/16A-5/8" LAG - DEBRIS REGIONS. GLAZED SECTION REQUIRES 18 GA J-STRUT SCREW AT EACH SCREWED TO LOWER INTEGRAL RIB OF SECTION AND OPERATOR JAMB BRACKET STILE TO BE FACTORY INSTALLED. INSTALLER SHALL FIELD INSTALL (1) 1/4-14x7/8' SELF DRILUNG CRIMPTITE SCREW TO 1/4-20x9/16" TRACK - ATTACH THE J-STRUT TO THE INTEGRAL RIB AND OPERATOR BOLT AND 1/4-20 HEX STILE AT THE CENTERLINE OF THE DOOR PER DETAIL F ON NUT AT EACH JB JAMB SHEET 2. BRACKET LOCATION 3. IMPACT RESISTANT GLAZING OPTION - IMPACT RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS). GLAZING SHALL BE 1/4" MAKROLON-AR POLYCARBONATE OR EQUAL. GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 15.21" AND A MAXIMUM LENGTH OF 50.08". GLAZING IS IMPACT RESISTANT AND DOES MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. SEE DETAIL E ON SHEET 2 FOR ASSEMBLY DETAILS. GLAZED SECTION REQUIRES REINFORCEMENT BRACKETS 15 GA STIFFENEDATTACHEDTOU-BAR ON UPPER INTEGRAL RIB (SEE DETAIL G JAMB BRABRACKETSBRAESHEET2), 18 GA J-STRUT SCREWED TO LOWER INTEGRAL RIB SEE SCHE FOROFSECTIONANDOPERATORSTILETOBEFACTORYINSTALLED. QUANITY, LOCATION, INSTALLER SHALL FIELD INSTALL (1) 1/4-14x7/8" SELF AND TYPEDRILLINGCRIMPTITESCREWTOATTACHTHEJ-STRUT TO THE INTEGRAL RIB AND OPERATOR STILE AT THE CENTERUNE OF THE DOOR PER DETAIL F ON SHEET 2. KEY LOCK OR SLIDE LOCI( 4. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 6" O.C. BOTH ENDS (NOT MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM REQUIRED WITH OPERATOR 7/16" TO MEET NEGATIVE PRESSURES. SEE NOTE 5). SLIDE LOCK SHOWN FOR 5. KEY LOCK, SLIDE LOCKS, OR OPERATOR REQUIRED. CLARITY 6. SECTION SHALL BE CONSTRUCTED WITH FOAMED IN PLACE NOTE: (4) SECTION SOLID POLYURETHANE FOAM INSULATION CHEMICALLY BONDED TO 30 DOOR SHOWN. SEE SHEET ICA MINIMUM FACER STEEL AND A POLYLAMINATE BACKER. 2 FOR U-BAR LOCATIONS END CAP TO HAVE A MINIMUM 1.1' DEPTH. ON DOORS WITH OTHER SECTION QUANTITIES AND 7. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SEE NOTES 1, 2, AND 3 SHALL BE THE RESPON981UTY OF THE PROFESSIONAL OF ON THIS SHEET FOR RECORD FOR THE BUILDING OR STRUCTURE AND IN GLAZING OPTIONS. ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. 8. DOOR JAMB TO BE MINIMUM 2x6 STRUCTURAL GRADE LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE. 9. LOUVER OPTION - .040" MINIMUM LOUVERS IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF (6) #Bx1' SCREWS INSTALLED IN THE BOTTOM SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND DO NOT MEET THE REQUIREMENTS FOR WAND -BORNE DEBRIS REGIONS. LOUVERED SECTION REQUIRES OPERATOR STILE TO BE FACTORY INSTALLED AT THE CENTERUNE OF THE DOOR. JOHN E. SCATES, PE 3121 FAIRGATE OR. CARROLLTON, T% 75007 FL PE 51737 T% PE 56308/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WINOLOAD CONSTRUCTION DETAILS. SEE U-BAR NOTE ON SHEET 2 FOR U-BAR INSTALLATION REVISIONS P4 CHANGES TO GENERAL FORMAT AND CHANGED fE D OR U-BAR FASTENER TYPE AT END CAPS AND BOTTOM RETAINER. CHANGED CENTER HINGE GAUGE AND ADDED A LOUVER OPTION. CHANGED STRUT SHEET IDENTIFICATION METHOD FROM COLORED PAINT TO1STAMPEDNUMBER. GRT 3/8/06 18 GA OPERATOR STILE FACTORY ADHERED TO CENTER OF TOP SECTION P5 ADDED SUPERIMPOSED 2O GA END CAP DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE AND CLARIFIED NUMBER OF B FASTENERS AND CENTER HINGES REQUIRED FOR SHEET NARROWER DOOR WIDTHS. MRB 5/10/06 P6 ADDED IMPACT RESISTANCE TO DOOR, C ADDED MODEL 6100. MODIFIED NOTE 8 TO SHEET STATE THAT LOUVERS ARE NOT IMPACT TYP RESISTANT. CRT 6/6/07 P7 MODIFED JAMB BRACKET SCHEDULE FOR FAT OPTION. ADDED LHR TRACK DETAIL SHEET 2. GRT 4/17/08 P8 ADDED IMPACT RESISTANT GLAZING. ADDED TEXAS LICENSE NUMBER TO TITLE BLOCK. CHANGED LOUVER NOTE. INCREASED MAX HEIGHT TO 8'-9'. ADDED HIGH LIFT AND ROOF PITCH TRACK NOTE. GRT 7/22/08 P9 UPDATED TITLE BLOCK D GRT 8/26/10 P70 ADDED LONG PANELSHEETIGLAZINGOPTION NOTE, (5) CENTER HINGES PER JOINT GRT 3/15/11 REQUIRED ON DOOR WIDTHS GREATER THAN 12'-0". (3) CENTER HINGES PER JOINT REQUIRED ON DOOR WADTHS LESS THAN OR EQUAL TO 12'-0". JAMB BRACKET SCHEDULE DOOR HEIGHT NO. OF SECTIONS O. 0 JAMB BRACKETS EACH JAMB) TRACK TYPE LOCA O 0 C N R NE O JAM BRACKETS MEASURED FROM BOTTOM OF TRACK (ALL DIMENSIONS t 2") 7'-0" 4 6 01 JB). 13' (QI), 25-1 2 (JB). 34 JB , 45-1 4 (QI , 63 JB) 7'-0' 4 6 FAT JB), 10' (JO), 21-3/4" (JB), 29-3/4' (JB), 42' (JB), 63-1/4' (JB) 8'-0" 5 8 01 JIB), 13" (01). 23" JEI, 34" (JB), 47-1 4" (01), 58" (JB), 67" 01), 75" JB 5 8 FAT JB), 10" (JB). 21-3 4' (JB), 29-3 4" (JB), 48' (JIB), 57-1 4' (JB), 66" (JB), 75-1 2" JB B'-0" IGH LIFT/ROOF PITCH SEE NOTE BELOW NOTE: JB) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16' TRACK BOLT AND NUT. QI) FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK. ALL DOORS WITH HIGH LIFT, ROOF PITCH, AND/OR GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAXDOOR DOOR HEIGHT UNIFORM LOAD EACH JAMB (PLF) MOTH 16'-0" ALL 207.2/-230.4 14'-0" ALL 181.3/-201.6 12'-0" ALL 155.4/-172.8 10'-0" ALL I +129.5 -144.0 Wayne® Dalton DIVISION OF OVERHEAD DOOR C 3395 ADDISON DRIVE PENSACOLA, FLORIDA^32574 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): +38.85/-43.20 MAX HEIGHT: 8-7-DRAWN 1 3/8/D6 GRT IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21" CHECKED 4/6/06 MRB MODELS 5120/6100/9100 SHEET 1 OF. 2 DRAWING PART NO. REV. WINDLOAD SPECIFICATION OPTION CODE 0230 318960 P10 13 GA ADJUSTABLE TOP PLACE U-BAR OVER INTEGRAL RIB 13 GA ADJUSTABLE FIXTURE ATTACHED TO WITH THE (8) PRE -PUNCHED TOP FIXTURE PRE -PUNCHED HOLES "- - HOLES EACH END FACING UPWARD IN BOTTOM OF U-BAR / AND ATTACH THRU END CAP AT WITH (2) 1/4-14x5/8" EACH END WITH (2) 1/4-14x7 8" CRIMPTITE SCREWS SELF DRILLING CRIMPTITE SCRE/WS FOR STANDARD TRACK AND (3) 1/4-14x7/8" SELF DRILLING 0 CRIMPTITE SCREWS FOR LOW HEADROOM TRACK (2 OF WHICH ARE USED TO ATTACHED THE TOP DETAIL A BRACKET AS SHOWN). LOW HEADROOM TRACK DETAIL A 13 GA ROLLER SLIDE ATTACHED TO PRE -PUNCHED HOLES IN TOP OF U-BAR PLACE U-BAR OVER INTEGRAL RIB WITH WITH (2)1/4-14x5/8" CRIMPTITE SCREWS. THE (8) PRE -PUNCHED HOLES EACH END USE MEWING HOLE IN SLIDE TO ENSURE FACING UPWARD AND ATTACH THRU END PROPER ALIGNMENT OF ROLLERS CAP AT EACH END WITH (2) 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREWS 15 GA HINGE ATTACHED EXCEPTION: U-BAR PLACED OVER TOP WITH (4) 1/4-14x5/8" / RIB ON THE BOTTOM SECTION SHALL ONLY CRIMPTITE SCREWS (2 OF 8E ATTACHED THRU END CAP AT EACH WHICH ARE FACTORY END WITH (1) 1/4-14x7/8" SELF DRILLING ATTACHED) CRIMPTITE SCREW LOCATED ON THE BOTTOM FLANGE OF THE U-BAR NOTE- DUE TO CLEARANCES REQUIRED TO 2" NYLON STORMGARD INSTALL SCREWS AT THE ENDS OF THE ROLLER NTH U-BARS, ALL U-BARS SHALL BE 4-1/2- STEM INSTALLED ON SECTIONS PRIOR TO DETAIL B INSTALLING ROLLER SLIDES AND TOP FIXTURE ON THE U-BARS. SEE ATTACHMENT NOTES ON THIS SHEET. 18 GA HINGE ATTACHED PLACE U-BAR OVER WITH (6) 1/4-20x5/8" INTEG RIB AND ATTACH SCREWS (2 OF RAL NTHCRIMPTITE WHICH ARE FACTORY CRMPTITE1SSCREWS T/HBRU PRE -PUNCHED HOLES AT ATTACHED, 3 OF WHICH EACH INTERMEDIATE HINGE ARE FIELD INSTALLED INTO LOCATION (I THRU FLANGE WHICH IS FIELD INSTALLED TOP LEAF, AND 1 OF U-BAR AND BOTTOM THRU PRE -PUNCHED HOLE HINGE LEAF AND 1 THRU IN U-BAR) WEB OF U-BAR AND INTEGRAL RIB OF SECTION) DETAIL C USED ONLY ON IMPACT - - GLAZED SECTION - 11 GA REINFORCEMENT BRACKET ATTACHED WITH (4) 1/4-140/8" SELF DRILUNG CRIMPTITE SCREWS (2 THROUGH BOTH BRACKET AND U-BAR) ' 12 GA BOTTOM BRACKET FACTORY ATTACHED WITH 0 3) 1/4-14x5/8" PLACE U-BAR OVER INTEGRAL RIB WI1H CRIMPTITE SCREWS NOTCH DOWN TO CLEAR BOTTOM BRACKET AND ATTACH THRU END CAP AT EACH END WITH (1) 1/4-140/8" SELF DRILUNG CRIMPTITE SCREW AS FOR IMPACT RESISTANCE, SHOWN AND USE (1) 1/4-14x7/8" SELF BOTTOM BRACKET MUST BE DRILLING CRIMPTITE SCREW ACROSS THE SCREWED TO THE BOTTOM - - BOTTOM OF THE BOTTOM U-BAR AT U-BAR WITH EACH PRE -PUNCHED HOLE AT EVERY 2) 1/4-14x7/8" SELF DETAIL D HINGE LOCATION. USE (1) 1/4-2Ox5/8" DRILLING CRIMPTITE SCREWS. CRIMPTITE SCREW AT ALL OTHER SEE IMPACT BOTTOM BRACKET PRE -PUNCHED HOLE LOCATIONS. DETAIL THIS SHEET. Bx3/4" MIN STAINLESS SCREWS WITH STAINLESS • BACKED RUBBER WASHERS 3-1/2" O.C. MAX 1/8" BEAD GE ULTRAGLAZESSG4000AC ISTRUCTURAL SEALANT OR ' I 1) 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREW AT CENTER LINE OF DOOR THRU J-STRUT k OPERATOR BRACKET. NOTE: J-STRUT & SCREW ONLY REQUIRED ON LONG PANEL AND IMPACT GLAZED SECTIONS. SEE NOTE 2 SHEET 1 ATTACH BOTTOM BRACKET TO BOTTOM U-BAR WITH (2) ( 0 1/4-14x7/8" SELF DRILLING 0 CRIMPTITE SCREWS ' IMPACT BOTTOM BRACKET 5) SECTION DOORS WITH (6) 3", 18 GA, 80 KSI U-BARS LOCATED OVER INTEGRAL RIBS AS SHOWN 4) SECTION DOORS WITH (5) 3", 18 GA, 80 KSI U-BARS LOCATED OVER INTEGRAL RIBS AS SHOWN - DETAIL F U-BAR ATTACHMENT NOTES 1. ALL U-BARS SHALL BE PLACED OVER INTEGRAL RIBS AND ATTACHED THRU PRE -PUNCHED HOLES WITH (2) 1/4-14x5/B" CRIMPTITE SCREWS AT EACH INTERMEDIATE HINGE LOCATION, (2) 1/4-140/8" SELF DRILLING CRIMPTITE SCREWS AT EACH END CAP (EXCEPT BOTH U-BARS ON BOTTOM, SECTION - SEE DETAIL B AND D THIS SHEET), (2) 1/4-14x5/8' CRIMPTITE SCREWS APPROXIMATELY MIDWAY BETWEEN END OF DOOR AND INTERMEDIATE HINGE LOCATION, AND (1) 1/4-14x5/8" CRIMPTITE SCREW APPROXIMATELY 8" FROM EACH END. FOR DOOR WIDTHS GREATER THAN 12'-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 BOTH U-BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (14) SCREWS EACH. NON-STRUCTURAL DECORATIVE OUTER WINDOW TRIM 2. NTH THE EXCEPTION OF THE (8) PRE -PUNCHED HOLES IN THE TOP OF EACH END USED FOR ATTACHMENT OF THE ROLLER 1/4" POLYCARBONATE SUDES 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 1 ATTACHED TO THE DOOR WITH 1/4-144/8" CRIMPTITE SCREWS. REVISIONS P4 CHANGES TO GENERAL FORMAT AND CHANGED U-BAR FASTENER TYPE AT END CAPS AND BOTTOM RETAINER. CHANGED CENTER HINGE GAUGE AND ADDED LOUVER OPTION. CHANGED STRUT IDENTIFICATION METHOD FROM COLORED PAINT .TO STAMPED NUMBER. GRT 3/8/O6 P5 ADDED SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE AND CLARIFIED NUMBER OF FASTENERS AND CENTER HINGES REQUIRED FOR NARROWER DOOR WIDTHS. MRB 5/10/06 P6 ADDED IMPACT RESISTANCE TO DOOR. ADDED MODEL 6100. MODIFIED NOTE 8 TO STATE THAT LOUVERS ARE NOT IMPACT RESISTANT. GRT 6/6/07 P7 MODIFED JAMB BRACKET SCHEDULE FOR FAT OPTION. ADDED LHR TRACK DETAIL SHEET 2. GRT 4/17/08 P8 ADDED IMPACT RESISTANT GLAZING. ADDED TEXAS LICENSE NUMBER TO TITLE BLOCK. CHANGED LOUVER NOTE. INCREASED MAX HEIGHT TO B'-9". ADDED HIGH LIFT AND ROOF PITCH TRACK NOTE. GRT 7/22/06 P9 UPDATED TITLE BLOCK GRT 8/26/10 P10 ADDED LONG PANEL GLAZING OPTION GRT 3/15/11 EUUIVALLN1 3. 18 GA U-BARS SHALL BE STAMPED "46" APPROXIMATELY 8" FROM EACH END. FACER STEEL STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: A I I DESIGN (PSF): +25.90/-28.80 MAX WIDTH: 16'-0" DATE NAMEWagnerJ/ TEST (PSF): +38.85/-43.20 MAX HEIGHT: B'-9" DRAWN 3/8/06 GRT IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21° CHECKED 4/6/06 MRB JOHN E. SCATES. PE NON-STRUCTURAL a SHEET 2 OF 2 LION, T50 DECORATIVE INNER _ / MODELS 5120/5100/9100 CA312t3121FOR, TE 7R, WINDOW TRIM - - FL PE 51737 TX PE 56308/F2203 A DIVISION OF OVERHEAD DOOR CORP DRAWING PART..NO. REV. 3395 ADDISON DRIVE PROFESSIONAL ENGINEER' S SEAL PROVIDED ONLY FOR DETAIL E PENSACOLA, FLORIDA .12514 WINDLOAD SPECIFICATION OPTION CODE 0230 318960 P10 VERIFICATION OF UNDLOAD CONSTRUCTION DETAILS. (850) 474-9890 - 14" MAX 12" MAX 12" MAX I 12" \ / MAX 12° MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE, JOHN E. SCATESI PE 3121 FAIRCATE DR. CARROLLTON, TX 75007 FL PE 31737 TX PE 55309/FZ203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WNDLOAD CONSTRUCTION DETAILS. PLATE LOCATION HEDULE E CLIP DETAIL CLIP LOCATIONS SEE SCHEDULE TRACK 13 GA MIN CONTINUOI WALL ANG 11 GA MIN CLIP SEE SCHEDULE TRACK 3) 1 /4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CLIP BOLTING DETAIL 13 GA MIN _ CONTINUOUS WALL ANGLE TRACK 2) 1/4" X \ 7/16 SEMI j TUBULAR _ } RIVITS j O 11 GA MIN \`\ /; ( 1) 1/4"-20 TRACK OR CARRIAGE BOLT SCIHEDULE P SEE\' j! WITH 1/4"-20 NUT TYPICAL CLIP RIVETING DETAIL IRS W 0 28" 11 GA N CLIP 2 / I d SEES HIDULE 1-(1) 1/4"-20 TRACK 13 GA MIN \ i OR CARRIAGE BOLT CONTINUOUS ! WITH 1/4"-20 NUT WALL ANGLE TRACK TYPICAL CLIP WELDING DETAIL DESIGN PRESSURE CHART MAX DOOR WIDTH MAX PSF 9'-0" 46.0 PSF -52.0 PSF 16'-0" 46.0 PSF/-52.0 PSF 18'-0" 46.0 PSF/-52.0 PSF REVISIONS P2 2 INCH TRACK -CLIPS -TEXAS WALL ANGLE 12 FOOT UPDATED BPJ 6/11/03 P3 UPDATED FORMAT. INCREASED ALLOWABLE PRESSURES TO 46.00/-52.00 PSF FOR ALL DOOR WIDTHS. CHANGED 'TEXAS WALL ANGLE" TD "CONTINUOUS WALL ANGLE, ADDED SUBSTRATE MOUNTING DETAIL, CHANGED TO TITEN HD ANCHORS GIRT 4/2/07 P4 CHANGED FORMAT. ADDED MODELS 9800 AND 5024 WITH OVERLAY TO TRACK CUP SCHEDULE. GRT 8/21/07 P5 UPDATED MODELS LISTED IN CHARTS. UPDATED SPLICE k CLIP SCHEDULES. OUP 9/05/07 P5 UPDATE MOUNTING DETAIL DRAWINGS. GIRT 10/05/07 P7 UPDATED CHARTS TO ELIMINATE THE USE OF THE #8 CUP (REPLACED MOTH #9 ACROSS THE BOARD). OLP 1D/24/07 PB UPDATED STEEL MOUNTING DETAIL MRB 04/11/08- P9 EXPANDED 1-1/2" TO 1-3/8" DOOR THICKNESS CHART UP TO 14' HIGH. GIRT 12/11/08 P10 UPDATED TITLE BLOCK CRT 6/2/10 Wagner Dalton DATE NAME DRAWN 8/21 /07 GRT CHECKED 8/21/D7 MRB SHEET 1 OF 2 3395 ADDISON DRIVE PEN ( 850) A47FLRIDA 409890 32514 DRAWING PART NO. 307494 REV. P1 oTRACKSUPPLEMENTCHART 2 3/411 f1" EDGE DIST E60XX MIN. 11 /8 22 244 MIN 3/16" T STEEL FOR 5/16" x 1-5/I WALL ANGL LAG SCREW OR EQUIVALENT INTO MIN 2 x 6 NO.2 TRACK CLIP SPF (G=0.42) OR - -- BETTER AT EACH 1/4-2Ox9/ HOLE OR PAIR OF TRACK BOLHOLELOCATIONS1/4-20 HEMOUNTINGTOWOODJAMBDETAILMDETAIL2 3/4" OPTIONAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL d a d • Q d dd • dc d CONCRETE MOUNTING DETAIL JOHN E. SCATES. PE 3121 FAIR ATE DR. CARROLLTON, TX 75007 FL PE 51737 TX PE 55305/FZZ03 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WNDLOAD CONSTRUCTION DETAILS. WITH MIN. (1) 1/4-20x7/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDING 3/ 8" SIMPSON TITEN HD, 2- 3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1 / 4=20x9/16" TRACK BOLT AND 1/ 4-20 HEX NUT TRACK CLIP CLIP AND SPLICE PLATE SCHEDULE MODELS 8024 8124 WITH DECATRIM OVERLAY (2-1/2' THICK HEIGHT CLIP S FROM BOTTOM TO TOP SPLICE ATE # 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" 1 7, 9, 9, 9, 9, 11, 11, 11, 13 18 11'- 0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13 20 12'- 0" 7. 9. 9, 9. 9, 11, 11, 11, 13, 13, 13 20 13'- 0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22 14'- 0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22 MODELS 5200 8000 8024 8100 8124 8500 2" THICK DOOR CLIP #'S FROM BOTTOM TO TOP SPLICE PLATE # 7'- 0" 5, 6, 6, 7, 7, 9 12 8'- 0" 5, 6, 6, 7, 7, 9, 9 12 9'- O" 5, 6, 6, 7, 7, 9, 9, 9 14 10'- O" 5, 6, 6, 7, 7, 9, 9, 9, 11 14 11'- 0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11 16 12'- 0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11 16 13'- 0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11, 13 18 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11, 13, 13 18 MODELS 6100 8300 8700 1-3/8" TO 1-5/8" THICK DOOR CLIP S FROM BOTTOM TO TOP SPLICE PLATE # 7'- 0" 4, 4, 4, 4, 5, 6 8 8'- O" 4, 4, 4, 4, 5, 6, 6 8 9'- 0" 4, 4, 4, 4, 5, 6, 6, 7 8 10'- 0" 4, 4, 4, 4, 5, 6, 6, 7, 7 8 11'- 0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9 10 12'- 0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9 10 13'- 0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9 12 14'- O" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9, 9 1 12 MODELS 9100 9400 9600 9700 9800 1" THICK DOORHEIGH CLIP S FROM BOTTOM TO TOP SPATE # 7'- 0" 4, 4, 4, 4, 4, 4 6 8'- O" 4, 4, 4, 4, 4, 4, 4 6 9'- 0" 4, 4, 4, 4, 4, 4, 4, 4 6 10'- 0" 1 4, 4, 4, 4, 4, 4, 4, 4, 4 6 Wagne® Balton 3395 ADDISON DRIVE TRACK SUPPLEMENT CHART PEN(850) A4740989032514 REVISIONS WALL ANGLE 12 FOOT UPDATED 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 GRT 4/2/07 P4 CHANGED FORMAT. ADDED MODELS 9800 AND 8024 WITH OVERLAY TO TRACK CLIP SCHEDULE. CRT 8/21/07 P5 UPDATED MODELS LISTED IN CHARTS. UPDATED SPLICE do CLIP SCHEDULES. DLP 9/05/07 P6 UPDATE MOUNTING DETAIL DRAWINGS. GRT 10/05/07 P7 UPDATED CHARTS TO ELIMINATE THE USE OF THE # 8 CLIP (REPLACED NTH 09 ACROSS THE DLP 10/24/07 PB 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 PIC ADDED MODEL 8700. UPDATED TITLE BLOCK GRT 6/2/10 DATE DRAWN SHEET 2 OF 2 DRAWING PART NO. I REV. 307494 P10 A Division of Overhead Door Corporation 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 JAMB (LB/ NOTE3 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 22 240 24 24 20 260 24 22 19 280 24 20 17 300 24 19 16 320 22 18 15 340 21 16 14 360 20 16 13 380 19 15 13 400 18 14 12 420 17 13 11 440 16 13 11 460 15 12 10 480 15 12 10 500 14 11 10 520 14 11 9 540 13 10 9 560 13 10 8 580 12 9 8 600 12 9 8 620 11 9 8 640 11 9 7 660 11 8 7 680 10 8 7 700 10 8 7 720 10 8 6 740 9 7 6 760 1 9 1 7 1 6 780 9 1 7 6 800 9 1 7 6 0 .'eNSET No. 51737 0 STATE OF 1//// ass ONA; \\\\ 1111 1. BASED ON 5/16" DIAMETER LAG SCREWS WITH 1-1/2" O.D. WASHERS WITH A 1-9/32" THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. 2. PROVIDE QUANTITY OF LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN 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 = 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. 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 1318.2.1. Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:56:33-06'00' Approved John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308IF2203 Revision P16 SCHEDULE2 16d COMMON WIRE NAILS AND 16d THREADED HARDENED -STEEL NAILS MAXIMUM NAIL SPACING PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY - 0.55 DOUGLAS FIR SPECIFIC GRAVITY - 0.46 SPF SPECIFIC GRAVITY - 0.42 LOAD PER JAMB (LB/FT)NOTE 3 100 24 24 19 120 24 20 16 140 21 17 14 160 18 15 12 180 16 13 10 200 15 12 9 220 13 11 8 240 12 10 8 260 11 9 7 280 10 8 7 300 10 8 6 320 9 7 6 340 8 7 n/a 360 8 6 n/a 380 7 6 n/a 400 7 6 n/a 420 7 n/a n/a 440 6 n/a n/a 460 6 n/a n/a 480 6 n/a n/a 500 6 n/a n/a 520 n/a n/a n/a 540 n/a n/a n/a 560 n/a n/a n/a 580 n/a n/a n/a 600 n/a n/a n/a 620 n/a n/a n/a 640 n/a n/a n/a 660 n/a n/a n/a 680 n/a n/a n/a 700 n/a n/a n/a 720 n/a n/a n/a 740 n/a n/a n/a 760 n/a n/a n/a 780 n/a n/a n/a 800 n/a n/a n/a 1 • No. 51737 0 STATE OF ` RZORVO -' j PON i ; 1. BASED ON 16d COMMON WIRE NAILS (0.162"x3-1/2") OR 16d THREADED HARDENED -STEEL NAILS (0.148"x3-1/2") WITH A MINIMUM PENETRATION OF 2" INTO SIDE GRAIN OF MAIN MEMBER. 2. NAILS SHALL BE PROVIDED IN PAIRS AT'A MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) PAIRS OF NAILS PER JAMB. NAILS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16fU2 = 2401h/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 FL PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULE3 3/8" 0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL WEIGHT CONCRETE MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB (IN) LOAD PER JAMB (LB/FT)"" 2000 PSI CONCRETE 2500 PSI CONCRETE 3000 PSI CONCRETE 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 24 340 24 24 24 360 23 24 24 380 22 24 24 400 20 24 24 420 19 24 24 440 19 23 24 460 18 22 24 480 17 21 24 500 16 20 24 520 16 20 24 540 15 19 23 560 14 18 22 580 14 18 21 600 13 17 20 620 13 16 20 640 13 16 19 660 12 15 19 680 12 15 18 700 11 14 17 720 11 14 17 740 11 14 16 760 11 13 16 780 10 13 16 800 10 13 15 FTd/ No. 51737 W 0 STATE OF jcIORI r ll/ ONAL >\` 1. BASED ON 3/8"0 A307 HEADED OR HOOKED (1.69" MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 2" O.D. WASHER WITH A MINIMUM EMBEDMENT DEPTH OF 3" AND A MINIMUM EDGE DISTANCE OF 3". 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 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. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:57:27-06'00' Jahn E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULE4 3/8" 0 SIMPSON TITEN HD SCREW ANCHORS MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB (LB/'Ore' 2500 PSI CONCRETE NOTE I 4000 PSI CONCRETE NOTE 2000 PSI GROUT FILLED CMUNOTEI 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 16 280 24 24 16 300 24 24 16 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 8 400 24 24 8 420 24 24 8 440 24 24 8 460 24 24 8 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 23 24 8 580 22 24 8 600 21 23 8 620 21 22 8 640 20 22 8 660 19 21 8 680 19 20 8 700 18 20 8 720 18 19 8 740 17 19 N/A 760 17 18 N/A 780 16 18 N/A 800 16 17 1 N/A 1. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4" O.D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4". 2. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4" O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4", A MINIMUM EDGE DISTANCE OF 4", AND A MINIMUM END DISTANCE OF 4". CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 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. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:58:01-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/1`2203 Revision P16 SCHEDULE5 3/8" 0 HILTI KWIK BOLT 3 EXPANSION ANCHOR MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB/ NOTE4 2500 PSI CONCRETE NOTE I 4000 PSI CONCRETE NOTE ' 2000 PSI GROUT FILLED CMUNOTE 2 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 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 1 18 8 800 1 17 1 17 1 8 00, No. 51737 16 i 4' 0 STATE OF : • 4w : 1. BASED ON 3/8"0 HILTI KWIK BOLT EXPANSION ANCHOR WITH A 1-3/4" O.D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2" AND A MINIMUM EDGE DISTANCE OF 3". 2. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4" O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2" AND A MINIMUM EDGE DISTANCE OF 4". ONLY ONE ANCHOR PER MASONRY UNIT CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHORS PER JAMB. ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH =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. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:58:27-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 Wagner Dalton 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 850) 474-9890 cF No. 51737 ' y 0 STATE OF 0 RCOR104 (j r izIli;, P0NA; ` I1, Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:58:53-06'00' JOHN E. SCATES. PE 3121 FAIRGATE DR. CARROLLTON, TX 75007 FL PE 51737 TX PE 56306/F2203 PROFESSIONAL ENGINEERS SEAL PROVIDED ONLY FOR VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS 1 5" MAX. FASTENERS PER SCHEDULES 1 THRU 4 MINIMUM 2,4 STRUCTURAL GRADE LUMBER FOR MAXIMUM ATTACHMENT TO SPACING WOOD SUBSTRATE OR MINIMUM 2x6 FOR ATTACHEMENT TO CONCRETE AND GROUT FILLED CMU, TYP. SEE DETAILS 1, 2, AND 3 REQUIRED FOR VERTICAL POST REINFORCING SYSTEMS. DOOR HEIGHT s" MAX. —1 DOOR WIDTH MINIMUM 2x6 #3 fL HEADER LOCK SOUTHERN PINE BRACKET LUMBERoil4" 4" 2-3/4" 2) 3/8" SIMPSON MTEN HD SCREW ANCHOR WITH A 1 1/4" WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4". DETAIL 1 MINIMUM 500 P 1 CONCRETE NOTE MAXIMUM DESIGN LOAD CAPACITY OF 20B5 LBS. MINIMUM 2x6 y3 rL HEADER LOCK SOUTHERN PINE BRACKET LUMBER. 4" 4) 3/B" SIMPSON TITEN HO SCREW ANCHOR WITH A 1-1/4" WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 4". DETAIL? MINIMUM 2000 P I r.PFI IT MI I Pn rIJI NOTE, MAXIMUM DESIGN LOAD CAPACITY OF 2400 LBS. MINIMUM 2x6 #3 rL HEADER LOCK SOUTHERN PINE BRACKET LUMBER. 4) 31 WITH ' LAG S MINIML 1-9/3 SUPPC DETAIL 3 WOOD SUPPORT STRI NOTE; MAXIMUM DES[ CAPACITY OF 2430 L SHEET 1 OF 2 JAMB CONNECTION SUPPLEMENT REVISIONS NAME DRAWING PART NO. I REV. 324620 IP16 Wagner Dalton 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 850) 474-9890 MIN 2500 PSI CONCRETE NOTE' MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORDFORTHESTRUCTURE 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED. MIN 6" BETWEEN JAMB BRACKET LOCATION - JAMB BRACKET- 1/4-20x9/15" TRACK BOLT AND 1/4-20 HEX NUT TRACK No. 51737 0 STATE OF 10 % FL OP: ASS/ONALM0 Digitally signed by John E. Scates, P.E. Date: 2015,02.20 09:59:26-06'00' JOHN E. SCATES, PE 3121 FAIRGATE DR. CARROLLTON, TX 75007 FL PE 51737 TX PE 55308/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF VANDLOAD CONSTRUCTION DETAILS. 2 3/4 EDGE MIN 2 x 4 SPF (0-0.42) OR BETTER WALL STUD NOTE: MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE I HOLD BACK INTERIOR SHEATHING 5/16" LAG SCREW WITH 1-9/32" EMBED IN CENTER OF STUD (f 1/4") FOR EACH JAMB BRACKET LOCATION JAMB BRACKET 1/4-20x9/16" TRACK BOLT AND 1/4-20 HEX NU TRACK DIRECT WOOD MOUNTING DETAIL MAX 420 LEIS PER I A• FASTENER SHEET 2 OF 2 JAMB CONNECTION SUPPLEMENT REVISIONS DATE DRAWING PART NO. I REV. 324620 IP16 Page 1 of 1 Florida Building Code Online r,t[-S1f1E r t •-mot '`,M,,,--?s i?= d-'fu 3 Fl0n,da Product Approvaldln USER: Public User ation List Product A_ oor val Menu > Product or AooliOtlon Search > Application Code Version 2014 Application Type ALL All Category Application Status ALL Quality Assurance Entity ALL Product Modelr Number or Name AALLApprovedforuseinHVHZ Impact Resistant ALL Other ALL earth Results - APpilcazruu> FL# Tvoe Manufacturer FL# Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description Approved for use outside HVHZ Design Pressure FL14039-R2 Revision Ply Gem WindowsCategory: Windows Histor Subcategory: Single Hungz; Validated By 14039 ALL ALL ALL ALL ALL ALL ALL Status National Accreditation & Management Institute Approved 804) 684-5124 r.e r mmission if necessary. 487-1824 Contact U5 :: 2601 Biav Stone Road Tallahassee FL 32391 Phone: 85 The State of Florida is an AA/EEO employer. Co ri ht 2007-2013 State of Florida.:: Priva[ vytatement :: Accessibih— N tateme ': _Refund p do not send Under Florida law, emall addresses are P y uestions, please contact 850.t with n * Pursuant to public records. 7f You do not want your e-mail address released in response le s public -records requ Instead, COntact the office by phone orb traditional mail. If You have any q rovide the Department with an email address if electronic mail to this entity. ef{edive October 1, 2D12, licensees licensed under Chapter 455, F.S. must pSection455.275(1), Florida Statutes, lease provide the Department with an email address which on be made available to the - they To determined You are a licensee under they have one. The emails provided may be used for official coh Ater 455, F.Splhease click hersee e email addresses are public record• if you do not wish supply a personal addres, p Product Approval Accepts: i ct ccA Card lt nib.l'IiiC5 Page 1 of 2 Florida Building Code Online 5 - PLOKItl4 PAR 7.' i is S r r(y Uriks search User Registration Hot Topics I Submit Surcharge Stats 8L Facts 1, Publications FBC st'if BCIS Site Map BCIS Home Log In : Flon'da . Product ApprovalraUSER: Public User 5-ccas:ces Product or Application Search > Appliation Ust > Application DetailProductAorovaiMenu ---- 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 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 FL14039-R2 Revision 2014 Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. 07 Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 614) 532-3596 luanne.harris@plygem.com Adam Blomberg a blomberg @plyg emwin d ows. com Windows Single Hung Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 option A 04/22/2015 04/22/2015 04/25/2015 10/12/2017 Year 2005 Florida Building Code Online u cts umber or Name FL # Model, N 14039.1 4712/4812 Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See installation detail for sizes and ratings. Page 2 of 2- Description 4712FL/4712F/4812F Single Hung Certification Agency Certificate FL14039 R2 C CAC NI010366.01-R2 pdfFL14039R2CCACNI010366.02 R2 odf FL14039 R2 C CAC NI010366.03 R3 odf FL14039 R2 C CAC NI010366-R2.odf FL14039 R2 C CAC NI010367 02-RI.odf FL14039 R2 C CAC NI010367.03 Rl.odf Quality Assurance Contract Explratlon Date 08/31/2018 Installation Instructions FL1403 PGW029 SS.odf FL14039 R2 II PGW030 AT.gdf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14039 R2 AE PER3050 SS 2015-04-19.odf Created by Independent Third Party. Yes Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850--487-1824h'IiN Statement :: Refund Statement The State of Florida is an AA/EEO employer. Co ri ht 2007-2013 State of Florida.:: Privacy Statement:: " do not send y response'to a public -records request, lease contact B50.487.1395. *Pursuant toUnderFloridalaw, email addresses are public records. If you do not want oure-mail address release m respelectronicmailtothisentity. Instead, contact the office by phone or bytradinsed mail. If you have any questions, p Section 455.275(1), Florida Statutes, effective October 1, 2012, Ilmunic s licensed under ChapterHoweverF.S. must preside the Depac record with an email address If they have one. The Florida provided maybe used for official communication with the licensee. However email addresses are public record. if you do not wish to supply a personal addreemallsss, please provide the used fDepartment with aor nail address which can becido made available to the public. To determine if you are a licensee under Product Approval Accepts: R credift Gard Safe 4ecu_rit atl=-rntcs SrTL-varL 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 t1/21NCH 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 IX BUCKTO 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. S. FLANGE INSTALLATION: FOR INSTALLATION THROUGH STEELSTUD USE ONE (1) N10 SELF -TAPPING SCREWS PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM ENGAGEMENT INTO METAL FRAME SUBSTRATE. 6. FIN INSTALLATION: FOR INSTALLATION THROUGH STEEL STUD USE ONE (1) N8 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 VENEER, AND SIDING. 8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. DISSIMILAR MATERIALS MUST BE SEPARATED OR COATED. 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 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 1(OR GREATER). C. STEEL- MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 33 MILS. (20 GUAGE) PLY GEM WINDOWS 471214812 SINGLE -HUNG (NON -IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC) EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: 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 OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION ISTHE RESPONSIBILITY OFTHE 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 5 FOR GLAZING DETAILS. 8. DESIGNATIONS "X" ANO "O"STAND FOR THE FOLLOWING: X: OPERABLE PANEL O: FIXED PANEL TABLE OF CONTENTS SHEET IZEV15ION SHEET DESCRIPTION 1 A GENERAL S INSTALLATION NOTES 2 ELEVATIONS d ANCHOR LAYOUTS 3 4712FL VERTICAL 6 HORIZONTAL SECTIONS 4 4712F VERTICAL d HORIZONTAL SECTIONS 5 4812F VERTICAL A HORIZONTAL SECTIONS PRODUCT OVERALLSIZE DP RATING PSF) 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 4712E 48' 83.93" 50/-60 NOT RATED 4812F 48" 84" 50/-60 NOT RATED 4812F 48" 1 96" 1 +30 / -30 NO RATED Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.04.10 10:48:44-04'00' a" PLYWINDOWS GEM 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-634B FX: 540-484-6663 m m U tk7 T 2 O Z Z a 11 a N. ¢Z O=Ii a Q oar 1` N w¢ L'1 mm nrw< m H H v 1aZW 0Z m y LUw ¢ F K / F- AIS a In LU T I o o rn IL C5 m V coFpzU) Z ¢ cn i I= UZomovIn DWG #: PGW029 SHEET: q OF 5 UNIT MAX. UNIT MAX. _ WIDTH 53.00" WIDTH 48.00" WIDTH4944" WIDTH 44.31" A IPL B F 5 1 y GEWINM1 3 4 B WS F P 433 N. MAIN ST., PO BOX 559, - 3 4 ROCKY MOUNT, VA 24151 PH: 540-484-634B FX: 540A84-6683 D D.L.O. MAX. D.L.O. MAX. 3 . HEIGHT 33.25" 5 3 HEIGHT H M m^ 0,. 45.56" p v # o UNIT UNIT SASH MAX. e H o MAX. MAX. HEIGHT V) HEIGHT HEIGHT 35 8B„ o d 72.00' H C Gs. m 96.00" v z u= w 4 X 3 4 SHEIGHT 4 X C GO.. Ld. w •e T z w 36. 31" 3 4 5 p o a aZH a Cy H<z m mw A E F 3 4 A E W 3 4 - SASH MAX. I WIDTH 51. 5" SEE ANCHOR 5 SEE ANCHOR SCHEDULE SCHEDULE m SASH MAX. WIDTH 46.25" ELEVATION ELEVATION O z SEE ANCHOR H O p•• SCHEDULE H U W W SEEANCHOR SCHEDULE p Z ANCHOR LAYOUT ° i tl m 11 m v i 2= Z m U U DWG #: PGW029 SHEET: 2 OF INSTALLATION QTY PER EMBEDMENT EDGE HEAD SILL JAMB D.C. CORNER ANCHOR TYPE TYPE LOCATION SUBSTRATE IN.) DISTANCE O.C. DISTANCE O.C. DISTANCE DISTANCE DISTANCE IN.) IN.) IN.) IN.) IN.) 8 SELF -TAPPING FIN 1 STEEL STUD 3 THREADS N/A 12 12 9 4 3/16" ITW TAPCON INSTALLATION ANCHOR CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 6 IX WOOD BUCK BY OTHERS IX WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS O.A. WINDOW HEIGHT I PERIMETER CAULK) BY OTHERS / SEE GLAZING EXTERIOR DETAIL I VERTICAL SECTION 3 HEAD-1X WOOD/CONCRETE/MASONRY 4712 FLANGE EXTERIOR SEE GLAZING DETAIL 2 1/2" MIN. EDGE DISTANCE 1 1/4" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE INTERIOR INTERIOR i (Ul1 O.A. WINDOW HEIGHT STRUCTURAL GRADE SILICONE BY OTHERS MAX. 1 F SHIM SPACE EXTERIOR FINISH BY OTHERS IX WOOD BUCK i' t'• BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY S 1X WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS A VERTICAL SECTION 3 SILL-1X WOOD/CONCRETE/MASONRY 4712 FLANGE 1/4" MAX. SHIM SPACE 3 THREADS MIN. ENGAGEMENT' 10 SELF -TAPPING SCREW - INTERIOR INSTALLATION ANCHORS METAL STUD FRAMING II I SEE GLAZING DETAIL 1BYOTHERSI SHEATHING' BY OTHERS EXTERIOR EXTERIOR FINISH BY OTHERS O.A. PERIMETER CAULK WINDOW BY OTHERS WIDTH p HORIZONTAL SECTION 3 JAMB -STEEL STUD FRAME 4712 FLANGE 1 1/4" MIN. EMBEDMENT 1/4" MAX. CONCRETE/ MASONRY BY OTHERS SHIM SPACE CAULK BETWEEN CONCRETE/ MASONRY $ IX WOOD BUCK BY OTHERS INTERIOR 1X WOOD BUCK BY OTHERS a. 3/16" ITW TAPCON INSTALLATION ANCHOR 2 1/2" MIN. EDGE DISTANCE SEE GLAZING DETAIL 1 EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER CAULK O.A. BY OTHERS WINDOW -- WIDTH HORIZONTAL SECTION 3 JAMB - 1X WOOD/CONCRETE/MASONRY 4712 FLANGE PLyG oMWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540A84-6348 FX: 54OA84-6683 J z JZ¢ M vZ0 C) V) d m J m Z J U 2 LLU 0 u m ¢ N m Z¢ m 7 vwZ w HH¢ a o Z ° CK a a H a k m w J U ooM i S= uZ p V V) DWG #: PGW029 SHEET: 3 OF 5 O.A. WINDOW HEIGHT i EXTERIOR BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS SEE GLAZING DETAIL i EXTERIOR O.A. WINDOW HEIGHT I 3 THREADS MIN. ENGAGEMENT 1/4" MAX. SHIM SPACE INTERIOR F VERTICAL SECTION 4 HEAD- 1X WOOD/CONCRETE/MASONRY 4712 FIN SEE GLAZING DETAIL —\ PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS SHEATHINGBYOTHERS 1 `~ 3 THREADS MIN. ENGAGEMENT E VERTICAL SECTION 4 SILL -PRECAST CONCRETE 4712 FIN 8 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD FRAMING BY OTHERS INTERIOR 1/4" MAX. SHIM SPACE METAL STUD FRAMING BY OTHERS B SELF -TAPPING SCREW INSTALLATION ANCHOR 1/4" MAX. SHIM SPACE 8 SELF -TAPPING SCREW INSTALLATION ANCHOR - METAL STUD FRAMING BY OTHERS 3 THREADS MIN. ENGAGEMENT SHEATHING ... BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK O.A. BY OTHERS WINDOW WIDTH G HORIZONTAL SECTION 4 JAMB - STEEL STUD FRAME 4712 FIN EXTERIOR H VERTICAL SECTION 4 MEETING RAIL INTERIOR PLyGEM WINDOWS 433 N. MAIN 5T., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-494-6346 FX: 540-404-6683 m Z aF l# v Y Q H p O SEE GLAZING y o a ODETAILN x Z U N G`C P h Z m Z¢m 10 0 Z H a w w¢2 m 1 wa aw way EXTERIOR wf- a INTERIOR O H z U _. Lu of n 1* o T..lr 11uv w "! m U) [d z J U) D o 3 2= u Z m U U1 DWG #: PGW029 SHEET: 4 OF 5— SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. ( 1 WINDOW HEIGHT j SEE GLAZING DETAIL EXTERIOR 3 THREADS MIN. ENGAGEMENT #8 SELF -TAPPING SCREW INSTALLATION ANCHOR GMETAL STUD FRAMING BY OTHERS 1/4" MAX. SHIM SPACE 3/4" O.A.INSULATED GLASS INTERIOR DOW 1199 / SILICONE VERTICAL SECTION 5 HEAD - 1X WOOD/CONCRETE/MASONRY \ 4812 FIN 1/2" MIN. GLASS SEE GLAZING BITE DETAIL 1 — 1 EXTERIOR O.A. WINDOW HEIGHT PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS SHEATHINGBYOTHERS GLAZING DETAIL 1 INTERIOR NOTE: 1/4" MAX. GLASS THICKNESS AND TYPE SHIM SPACE SHALL COMPLY WITH ASTM E 1300 GLASS CHART REQUIREMENTS METAL STUD FRAMING BY OTHERS B SELF -TAPPING SCREW 3THREADS MIN. INSTALLATION ANCHOR ENGAGEMENT VERTICAL SECTION 5 SILL- PRECAST CONCRETE 4812 FIN 1/4" MAX. SHIM SPACE 8 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD FRAMING BY OTHERS 3 THREADS MIN. / ENGAGEMENT SHEATHING'ta BY OTHERS r........'.. •...... EXTERIOR FINISH I BY OTHERS PERIMETER CAULK O.A. BY OTHERS LWINDOW WIDTH HORIZONTAL SECTION 5 JAMB - STEEL STUD FRAME INTERIOR PLy GEMWINDOWS 433 N. MAIN ST., PO BOX 559. ROCKY MOUNT, VA Z4151 PH: 540A84-6346 FX: 540-484-6683 J ZQ m UXkv 4 SEE GLAZING DETAIL x 8 2 Z ndJa a m d' N Z w ez onoEXTERIOR T71a 4812 FIN 1/4" MAX. Z SHIM SPACE O H z H 8 SELF -TAPPING SCREW INSTALLATION ANCHOR W V) CC METAL D FRAMING BYOTHERS INTERIOR 3 THREADS MIN. ENGAGEMENT SHEATHING BY OTHERS EXTERIOR FINISH SEE GLAZING BY OTHERS DETAILS PERIMETER CAULK BY OTHERS EXTERIOR O.A. f WINDOW WIDTH K HORIZONTAL SECTION 5 JAMB -STEEL STUD FRAME 4812 FIN m m U aDWG #: PGW029 SHEET: 5 OF ZN 0 fL-Daic— 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 it/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. FIN INSTALLATION: FOR INSTALLATION THROUGH 2X WOOD FRAME USE ONE (1) #8 WOOD SCREW, 100 COMMON NAIL OR 11 GAUGE ROOFING NAIL OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. S. FLANGE INSTALLATION: FOR INSTALLATION THROUGH 2X WOOD FRAME USE ONE (1) N10 WOOD SCREW OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIALOR HAVE A CORROSION RESISTANT COATING. DISSIMILAR MATERIALS MUST BE SEPARATED OR COATED. B. 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 BYTHE ANCHOR MANUFACTURER. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55. PLY GEM WINDOWS 471214812 SINGLE -HUNG (NON -IMPACT) AS TESTED GENERAL NOTES 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC) EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/W DMA/CSA 101/I.S.Z/A440-05 2. ADEQUACY OF THE EXISTING STRUCTURAL 2X STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FORTHE PROJECT OF INSTALLATION. 3. 2X BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCKDESIGN 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. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. WINDOW FRAME MATERIAL: ALUMINUM 6063-TS 6. GLASS MEETSTHE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEETS FOR GLAZING DETAILS. 7. DESIGNATIONS "X"AND "O"STAND FOR THE FOLLOWING: X.- OPERABLE PANEL O: FIXED PANEL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I A GENERAL & INSTALLATION NOTES 2 ELEVATIONS & ANCHOR LAYOUTS 3 4712FL VERTICAL & HORIZONTAL SECTIONS 4 4712F VERTICAL HORIZONTAL SECTIONS 5 4812F VERTICAL & HORIZONTAL SECTIONS OVERALLSIZE DP RATING PSF) MISSILE IMPACT RATINGWIDTHHEIGHT 48" 83.93" 50/-70 NOT RATEDE53" 72" 50/-60 NOT RATED 53" 72" 50/-60 NOT RATED 48" 83.93" 50 / -60 NOT RATED 4812F 48" 84" 1 +50/-60 NOT RATED 4812F 48" 96" 30/-30 NOT RATED Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.04.10 10:47:11-04'00' it y GEM WINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540A84-6340 FX: 540-484-6683 m m v: Ci#v T u -oo ZhQZ m a O Z t mWcm a w ZZW <Z04n wJ < o ¢ a^ F d m W LU m. a. a o o m m Z LU q ZLr) 2= v Z 00 0 u w DWG#: -- PGW030 SHEET: 1 OF 5 UNIT MAX. WIDTH 53.00" D.L.O MAX. WIDTH 49.44' 3 q D ,• 0„ UNIT MAX. HEIGHT 72.00" H 4 .•X•• 3 4 SASH MAX. WIDTH 51.25" ELEVATION 01.0 MAX. WIDTH 44.31" b.L.0. MAX. Ka D HEIGHT 5 3 33.25" UNIT MAX. HEIGHT 96.00" SASH MAX. HEIGHT 36.31" SEE ANCHOR SEE ANCHOR [_ SCHEDULE SCHEDULE I ANCHOR LAYOUT SEE ANCHOR SCHEDULE SEE ANCHOR SCHEDULE UNIT MAX. WIDTH 48.00"-- PLY GEMWINDOWS J 433 N. MAIN 5T., PO BOX 559, 5 ROCKY MOUNT. VA 24151 B F 3 q PH: 540A84-6348 FX: 540-484-6683 1- m m n uXkv v D.L.O. MAX. oZo & H HEIGHT x o m 0•, 45.56" z O SASH MAX. m y 0 2 HEIGHT 0 m w m p 0 LU w o m L ¢ m W Z H m a CO w o a w / m 3 4 5 t) U-) jSASHMAX. 0 WIDTH 46.25" H Z ELEVATION j U W uiui IN5TALLATION QTY PER EMBEDMENT EDGE HEAD SILL JAMB O.C, CORNER ANCHOR TYPE SUBSTRATE DISTANCE O.C. DISTANCE O.C. DISTANCE DISTANCE DISTANCE TYPE LOCATION IN.) IN.) IN.) IN.) IN.) IN.) 8 WOOD ANCHOR FIN 1 WOOD 1.5 0.75 12 12 9 4 101) COMMON OR 11 FIN 1 WOOD 1.5 0.75 12 12 9 4 GAUGE ROOFING NAIL 10 WOOD ANCHOR I FLANGE 1 WOOD 1.5 0.75 1 20 20 4 57,11 ow i1i C)s 3* i= z110UL0 DWG #: P wo3o SHEET: 2 OF 5 10 WOOD SCREW INSTALLATION ANCHOR CAULK BETWEEN CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS 2X WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS i STRUCTURAL GRADE / O.A. SILICONE BY OTHERS WINDOW \ HEIGHT i EXTERIOR O.A. WINDOW HEIGHT 3/4" MIN. EDGE DISTANCE 11/2" MIN EMBEDMENT 1/4" MAX. SHIM SPACE 1 SEE GLAZING DETAIL 1 TNTFQmQ VERTICAL SECTION 3 HEAD-2X WOOD BUCK 4712 FLANGE SEE GLAZING EXTERIOR DETAILS STRUCTURAL GRADE - SILICONE BY OTHERS EXTERIOR FINISH - BY OTHERS 2X WOOD BUCK BY OTHERS - CAULK BETWEEN CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS will -is VERTICAL SECTION 3 SILL-2X WOOD BUCK 4712 FLANGE 1/4" MAX. SHIM SPACE INTERIOR 11/2" MIN. EMBEDMENT CAULK BETWEEN CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS CONCRETE/ MASONRY r BY OTHERS 2X WOOD BUCK BY OTHERS 10 WOOD SCREW INSTALLATION ANCHOR 3/4" MIN. EDGE DISTANCE SEE GLAZING DETAIL 1 EXTERIOR FINISH EXTERIOR BY OTHERS STRUCTURAL GRADE O.A. SILICONE BY OTHERS WINDOW WIDTH C HORIZONTAL SECTION 3 JAMB - 2X WOOD BUCK 4712 FLANGE 1/4" MAX. 1 1/2" MIN. SHIM SPACE EMBEDMENT 2X WOOD BUCK BY OTHERS INTERIOR #10 WOOD SCREW INSTALLATION ANCHOR 1/4" MAX. SHIM SPACE INTERIOR SEE GLAZING DETAIL 3/4" MIN. EDGE DISTANCE v V rjSHEATHING' BY OTHERS EXTERIOR EXTERIOR FINISH BY OTHERS STRUCTURAL GRADE SILICONE BY OTHERS O.A. WINDOW --- WIDTH HORIZONTAL SECTION 3 JAMB - 2X WOOD FRAME 4712 FLANGE PLy GEMWINDOWS 433 N. MAIN 5T., PO BOX 559, ROCKY MOUNT. VA 24151 PH: 540-484-6348 FX: 540484-6683 J F— m O¢ w U$t V z g V) Ol9 U) J Z J P LLO x q¢u vmZpm 2: Z ¢ v vu'i 2 n O Qw H¢ Z w a¢ d m w a 0 w M fyw F- a LL o > I1 w MmV7 [o Z J V) ZE _ = v Z DWG #: PC W030 SHEET: 3 OF 5 CAULK BETWEEN CONCRETE/ MASONRY & 2X - WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS - 2X WOOD BUCK - BY OTHERS EXTERIORFINI5H BY OTHERS PERIMETER CAULK BY OTHERS O.A. WINDOW HEIGHT j SEE GLAZING DETAIL 1 1/2" MIN. EMBEDMENT 101) COMMON NAIL OR 11 GAUGE ROOFING NAIL INSTALLATION ANCHOR 1/4" MAX. SHIM SPACE INTERIOR F VERTICAL SECTION 4 HEAD - 2X WOOD BUCK 4712 FIN SEE GLAZING DETAIL EXTERIOR INTERIOR 1 O.A. WINDOW 3/4" MIN. EDGE DISTANCE 2X WOOD BUCK BY OTHERS 8 WOOD SCREW INSTALLATION ANCHOR HEIGHT 1/4" MAX. SHIM SPACE PERIMETER CAULK 3/4" MIN. EDGE BY OTHERS DISTANCE EXTERIOR FINISH au BY OTHERS 2X WOOD BUCK BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY & ZX 1 1/2" MIN. INSTALLATION ANCHORINWOOD SCREW WOOD BUCK BY OTHERS EMBEDMENT CONCRETE/ MASONRY BY OTHERS VERTICAL SECTION n SILL -2XWOOD BULK 4712 FIN 1/ 4" MAX. SHIM SPACE 11/ 2" MIN. / EMBEDMENT V" TISHEATHING---- BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O. A. WINDOW ---- WIDTH G HORIZONTAL SECTION 4 JAMB-2X WOOD FRAME 4712 FIN H VERTICAL SECTION 4 MEETING RAIL INTERIOR SEE GLAZING DETAILI EXTERIOR 1 + PLy GEM WINDOWS433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-4B4-6348 ft 540484-6683 F of r m o N w Z 4 Hp0rV) SZ am a o Z O-a1Da ¢ v N GYt nmw m Z,t [0 < v vwi Z 10 Z o w -¢Zm H ¢ v 63wLUmwaay H LU w H0 o T•.rr CO CO io Z In J V C g =_. c¢1Z a Co o DWG #: PC7w- 030 SHEET: 4 OF 5 CAULK BETWEEN CONCRETE/ MASONRY d 2X - WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS - 2X WOOD BUCK - BY OTHERS O.A. WINDOW HEIGHT t 1 O.A. WINDOW HEIGHT EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS I 1 1/2" MIN. EMBEDMENT 8 WOOD SCREW INSTALLATION ANCHOR 1/4" MAX. SHIM SPACE 3/4" MIN. EDGE DISTANCE 2X WOOD BUCK BY OTHERS SOD COMMON NAIL OR 11 GAUGE ROOFING NAIL INSTALLATION ANCHOR 1 1/2" MIN. EMBEDMENT SHEATHINGI BY OTHERS SEE GLAZING 3/4" O.A. INSULATED EXTERIOR FINISH DETAILS GLASS B OTHEY RS / EXTERIOR INTERIOR PERIMETER CAULK J DOW 1199 BY OTHERS SILICONE \ VERTICAL SECTION / 5 HEAD - 2X WOOD BUCK 4812 FIN 1/2" MIN. GLASS BITE GLAZING DETAIL 1 NOTE: SEE GLAZING GLASS THICKNESS AND TYPE SHALL COMPLY DETAIL 1 WITH ASTM E 1300 GLASS CHART REQUIREMENTS EXTERIOR ' Y INTERIOR unm PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS 2X WOOD BUCK BY OTHERS CAULK BETWEEN 11/2" MIN. CONCRETE/ MA50NRYd2X EMBEDMENT WOOD BUCK BY OTHERS CONCRETE/MASONRY VERTICAL SECTION BY OTHER5 SILL-2X WOOD BUCK 4812 FIN 1/4" MAX. SHIM SPACE 3/4" MIN. EDGE DISTANCE 8 WOOD SCREW INSTALLATION ANCHOR 1/4" MAX. SHIM SPACE INTERIOR SEE GLAZING DETAIL EXTERIOR O.A. WINDOW WIDTH jr PLY GEMWINDOWS 433 N. MAIN 5T., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6349 FX: 540-484-6603 Q m m o Z o g H 0Q v=oZ amp x u HN¢ O = Z J 4) ¢ u wv ma07 H H¢ a p a ¢ Z Vwi mmaw d H 0 HORIZONTAL SECTION U-) ZSJAMB-2X WOOD FRAME 4812 FIN Q 3/4" MIN. p EDGE DISTANCE CAULK BETWEEN U) INTERIOR 1/4" MAX. CONCRETE/ MASONRY d 2X H SHIM SPACE WOOD BUCK BY OTHERS i CONCRETE/ MASONRY w w BY OTHERS 2X WOOD BUCK BY OTHERS REW INSTOODTION ANCHOR 1 1/2" MIN. EMBEDMENT SEE GLAZING DETAIL EXTERIOR FINISH EXTERIOR BY OTHERS PERIMETER CAULK O.A. BY OTHERS WINDOW WIDTH HORIZONTAL SECTION S JAMB-2XWOODBUCK 4812 FIN O T••rr ant, 11J CO U) m LL Z Z DWG #: PGW030 SHEET: 5 OF 5 Florida Building Code Online 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 Search Results - A FL# Tvpe . A 1.4253-113 Affirmation H19 Approved by DBPR. Approvals by Page 1 of 1 Publications. ; FBC Staff BCIS Site Map Links Search FL# Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description Approved for use outside HVHZ Design Pressure Manufacturer Validated By Refine Search 14253 ALL ALL ALL ALL ALL ALL ALL Status Ply Gem Windows National Accreditation & Management Institute Approved Category: Windows (804) 684-5124 Subcategory: Fixed o r and/,r 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 :: Accessibility Statement :: Refund Statement e to a public -records request, do not Under Florida law, email addresses are public records. If youhone or by 2, licenseestraditional maii t want your e-mail address you havleased in e any questions, please contact 850.487.1395. -Pursuant to electronic mail to this entity. Instead, contact the office by pan email ress if section they have one5(TheFloridaStatutes, provided may biveeusOed foctobr official l ommun cat licensed with thedllicensee. HowerChaptereveremailaddressesarepublicrecord. If you do not wash to supply a personal address, please provide the Department with an email ad dress hich can be , F.S Wplease clickJhere e available to the public. To determine if you are a licensee under Chapter Product Approval Accepts: cCheck Florida Building Code Online Page 1 of 3 wne roes a n iiguli i ujrs 1= t j , •s. aetrs c `:=2=AUserRegistrationHotTopics1SubmitSurchargeStts & Facts Publications 1 FBC Staff I 3CIS Sit' MIP Search I xl4.rst_si _cDf,ie'wa¢1e r Florida .tea, product Approval F 1 USER: Public Userr r ^:W2="•'^' Application DetailProductAorovalM?nu > Product or Apvliation Search > ADDlication List> FL# r 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 Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL14253-R3 Affirmation 2014 Approved D Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 614) 532-3596 luanne.harris@plygem.com Adam Blomberg aboomberg@plygemwindows.com Windows Fixed Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard AAMA/NWWDA 101/I.S.2-97 Year 1997 2I affirm that there are no changes in the new Floridaproduct(s) Building Code which affect my product(s) and my pduc are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Oyes ONo ON/A FL14253 R3 COC SA14253 SS 2015-04-10.odf Product Approval Method Method 1 option A 05/06/2015 Date Submitted Page 2 of 3 Florida Building Code Online 05/06/2015 Date Validated Date Pending FBC Approval 05/16/2015 Date Approved 10/12/2017 Date Revised FL # Model, Number or Name Description 14253.1 4701FL Fixed Window Builder Series 4701FL Fixed Window Certification Agency Certificate Limits of Use FL14253 R3 C CAC NI008098-R4.pdf Approved for use in HVHZ: No Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes 10/31/2018 Impact Resistant: No Installation Instructions Design Pressure: +50/-50 FL14253 R3 II PGW050-R1 SS.pdf Other: Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports R 14253 R3 AE PER2898 SS.pdf Created by Independent Third Party: Yes 705 Fixed Windows Builder Series 705 Fixed Window 14253.2 Certification Agency Certificate Limits of Use Approved for use in HVHZ: No FL14253 R3 C CAC NI006190-9S.pdf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes 07/31/2018 Impact Resistant: No Installation Instructions Design Pressure: +50/-50 FL14253 R3 II PGW047-R1 SS.pdf Other: Verified By: Hermes Norero 73778 Independent Third Party: YesCreatedby Evaluation Reports FL14253 R3 AE PER2899 SS.odf Created by Independent Third Party: Yes Builder Series 705 Fixed Window 14253.3 705 Fixed Windows Certification Agency Certificate Limits of Use FL14253 R3 C CAC NIOn6189-RS.pdf Approved for use in HVHZ: No Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes 07/31/2018 Impact Resistant: No Installation Instructions Design Pressure: +45/-45 FL14253 R3 II PGW049-Ri SS.pdf other: Verified By: Hermes Norero 73778 ThirdParty: Yes CreatedbyIndependentEvaluation Reports FL14253 R3 AE PER2900 SS.odf Created by Independent Third Party: Yes 705 Fixed Windows Builder Series 705 Fixed Window 14253. 4 Certification Agency Certificate Limits of Use Approved for use -in HVHZ: No FL14253 R3 CCACNI006468-RS.pdf Quality Assurance Contract Expiration Date ApprovedforuseoutsideHVHZ: Yes 10/31/2018 Impact Resistant: No Installation Instructions Design Pressure: +40/-40 FL14253 R3 II PGW048-R1 SS.pdf 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 Barb Next Contact U :: 2601 Blair Stone Road Tallahassee FL 32399 Phone. 850-487_ -1824 The State of Florida is an AA/EEO employer. ht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement uest, do not send Under Florida law, email addresses are public records. If you hodoneor by wantyour aitional mail, address yoauleased in any questions please to apuact 850.4137 1395. -Pursuant to electronic mall to this entity. Instead, contact the office by p F.S, must ro plea the Department with aQ email address if to Section 455. 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under ChapteHowever r 455, P they have one. The emailsprovided ids tbe he used fo offici thanmmunication with the email address which Ican nbe see'made availableottothe publicaTo determine a ic ifYou are supplylicensee o nothunder supply a personal address, p P Chapter 455, F.S., please click here . Product Approval Accepts: eCf G 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 A TOLERANCEOFt1/2 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. 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 3/16 INCH ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 11/4INCH MINIMUM EMBEDMENT INTO CONCRETE/MASONRY SUBSTRATE. 6. FOR INSTALLATION INTO STEELSTUD SUBSTRATE, USE #10 SELF -TAPPING TYPE INSTALLATION ANCHORS TO ACHIEVE 3 THREADS MINIMUM ENGAGEMENT THROUGH STEELSTUD. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. S. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 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 W GENERAL NOTES: 1. THE PRODUCTSHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2010 FLORIDA BUILDING CODE, EXCLUDING HVHZ AAMA/N WW 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 ISTHE RESPONSIBILITY OFTHE 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. G. WINDOW FRAME MATERIAL: ALUMINUM 6063-T5 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET FOR GLAZING DETAILS. B. DESIGNATIONS "X" AND "0" STAND FOR THE FOLLOWING: X: OPERABLE PANEL 0: FIXED PANEL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A INSTALLATION d GENERAL NOTES 2 ELEVATION 6 ANCHOR LAYOUT 3 VERTICAL SECTIONS 4 HORIZONTAL SECTIONS d GLAZING DETAILS 5 COMPONENTS 4 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 GEMWINDOVv'S 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT. VA 24151 PH: 540-484-6348 FX+540-484-6683 U m tL m Y U, S 2"1) Z ' Cmoo zH vim " Z J ¢ p m ¢ i V) W Z¢m H H HU Z¢ m pZ LU Uj o LU a m id wI"- d o O U) F ' i7F1 •-(P ,KS TCO LLr)0 Cop J V7 0 3¢Z in U U) DWG #: PGW050 SHEET: 1 OF 5 j PLy\JIHPOGEM WS UNIT MAX. 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 WIDTH 53" PH: 540-484-6348 EX: 540-4B4-6683 in Y B C 17" MAX. 3" MAX. H m v m a 3 3 O.C. TYP FROM CORNER TYP. j u 3" MAX. FROM u OO z m wm n mZQvp p Z H INSTALLATIONCORNER TYP Lij a MANCHOR W iuw > H a ¢ d m FJ www r comw F- UNITJ MAX. ED1 "0" D°" E 17" MAX. " 0" a HEIGHT 4 4 4 4 O.C. TYP - m 72" 0Z H H u Lu w A w 3 ELEVATION ANCHOR LAYOUT z FLANGE bico 4 TZ Lo Y Y S 163Z o v V) DWG #: PGW050 SHEET: 2 OF 5 2X WOOD FRAME - BY OTHERS SHEATHING BY OTHERS CAULK BETWEEN FIN d SHEATHING EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. WINDOW HEIGHT EXTERIOR 3/4" MIN. EDGE DISTANCE 10 WOOD SCREW INSTALLATION ANCHOR 11 1 1/2" MIN. i'.'.' .(i;•j [— EMBEDMENT 1/4" MAX. SHIM SPACE SEE GLAZING DETAIL INTERIOR g VERTICAL SECTION 3 HEAD -2X WOOD FRAME FLANGE INSTALLATION EXTERIOR SEE GLAZING DETAILINTERIOR STEEL STUD - BY OTHERS SHEATHING BY OTHERS CAULK BETWEEN FIN h SHEATHING EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. WINDOW HEIGHT EXTERIOR 10 SELF -TAPPING SCREW INSTALLATION ANCHOR 3 THREADS OF MIN. ENGAGEMNT 1/4" MAX. SHIM SPACE SEE GLAZING DETAIL INTERIOR C VERTICAL SECTION 3 HEAD - STEEL STUD FLANGE INSTALLATION PLY GEMWINDOWS 433 N. MAIN ST., PO BOX 559. ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 m tL m v Z Z H O v J w V) O v VQ0W w CDu ml9Z¢ m o ozL. aW iu w oC H nZ u o lyw F Lua <(3 x d N m F- 0 PERIMETER CAULK 6 1/4" MAX. Z SHIM SPACE BY OTHERS I * a Di 1 1/4" MIN. EMBEDMENT 0, r 6 EXTERIOR FINISH hb LL ~ $ BY OTHERS .•' :• 1X WOOD BUCK 3/16" ITW TAPCON BY OTHERS INSTALLATION ANCHOR CONCRETE/MASONRY 2 1/2" MIN. EDGE BY OTHERS _ DISTANCE m In m o L In CAULK BETWEEN Z to ,4 n ¢ F VERTICAL SECTION WOOD BUCK BY OTHERSIX u " Z 3 SILL - CONCRETE/MASONRY DWG#:`/ FLANGE INSTALLATION P" II V 0 5 0 SHEET: 3 of 5 11/2" MIN. 11/4" MIN. PLy GEMODEMBEDMENT1/4" MAX. EDGE DISTANCE WINDOWS MAX. SHIM SPACE SHIM SPACE CONCRETE/MASONRY BY OTHERS 2X WOOD BUCK 433 N. MAIN ST., PO BOX 559, yr BY OTHERS ROCKY MOUNT, VA 24151 2X WOOD FRAME BY OTHERS 6 CAULK BETWEEN CONCRETE/MASONRY d 2X PH: 540484-6348 FX: 540-484-6683 10 WOOD SCREW 6 INTERIOR INTERIOR WOOD BUCK BY OTHERS m M INSTALLATION ANCHOR 4 4 GLAZING 3/16" ITW TAPCON u- wZ M Y 3 4 4SEEGLAZING r D TAIL SEE DETA L INSTALLATION ANCHOR Z o J 0Hjo 3/4" MIN. 2 1/2" MIN. W w O = EDGE DISTANCE EDGE DISTANCE b a U„ U F¢7 O Z`r`j mw m ZHm CAULK BETWEEN Lo L oCAULKBETWEEN12355321FINh2XWOODBUCKCLLuow a vFIN &SHEATHING EXTERIOR FINISH x dEXTERIORFINISHBYOTHERSL led BY OTHERS PERIMETER CAULK PERIMETER CAULK BY OTHERS EXTERIOR EXTERIOR BY OTHERS o O.A. O.A. WINDOWWINDOW —y WIDTH WIDTH Z p HORIZONTAL SECTION E HORIZONTAL SECTION O Z 4 JAMB - 2X WOOD FRAME L4 JAMB - 1X BUCK/CONCRETE/MASONRY 0 FLANGE INSTALLATION FLANGE INSTALLATION H H UJLli 3/4" O.A. INSULATED GLASS Z EXTERIOR 2 5 INTERIOR ` 0 *. 4 0, 3 ' .50" GLA55LL BITE NOTE: iu m n m o GLASS THICKNESS AND TYPE o _ z GLAZING DETAIL 1 MAY VARY PERASTME1300 a v GLASS CHART DWG #: REQUIREMENTS. P / ( /O 5O SHEET: 4 OF 5 BILL OF MATERIALS DESCRIPTION PART NO. MATERIAL MANUFACTURER FRAME HEAD/SILL/JAMB 11080 ALUMINUM 6063-T5 PLY GEM WINDOWSPGLAZINGBEAD10601ALUMINUM6063-T5 PLY GEM WINDOWS GLAZING BEAD INSERT V-166 VINYL PLY GEM WINDOWS 3/8" X 1/8" FOAM TAPE VINYL 3/4" O.A. INSULATED GLASS TEMP. GLASS 6 SHEAR CLIP 11587 ALUMINUM 6063-T5 PLY GEM WINDOWS 7 PLy GEM O FRAME HEAD/SILL/JAMB O GLAZING BEAD .V NPn'1'S ALUMINUM 6063-T5 ALUMINUM 6063-T5 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 1.875 0,868 u mM 0.5 i Z xk v0.982 Z H o 2.437 H NZE X U m m O m i 0 m Z¢ m O Z n 6 SHEAR CLIP ° w ALUMINUM 6063-T5 tii w aC W ao W Q m 1.812 OL H Z V H H W LU 0. Z y O 6 Ll- PRO``` T w m to m a -, VI o g x u Z Q u V) DWG #: PGW050 SHEET: 5 OF 5 Page 1 of 1 Florida Building Code Online ar• ks F rye f•'th-fltrrrr -:s rie`7.'C 1'e7'+tF :+ Bus „ass . xL ems= BCIS Home 1 Log In 1: User Registration Hot T*11 rr rr di a USER: Public User > Application ListpmductApprovalMenuProductormplicallOnSea"" Refin-Search Search Criteria 15264 Code Version 2014 FL# ALL Product Manufacturer ALL Application Type ALL Subcategory ALL ALL Category Application Status ALL Compliance Method Contract ExpiredEntity ALL Quality Assurance Entity ALL Quality Assurance ALL Product Model, Number or Name ALL Product Descriptionforuseoutside HVHZ ALL Approved for use in HVHZ ALL Approved ALL Impact Resistant ALL Design Pressure Other ALL Search Results - Applications dat_d Bye Status FL# Type Ma---=ctureL Bowden r(334) Approved Fus] 264-Ri Revision Ply Gem Windows 300-1800 Category: Windows Hist0 Subcategory: Mullions «tie r mmission iF necessary• Contact Us 2601 Blair Stone Road Tallahassee FL 323 Phone: B5_ 0_-"7-1824 Dose to a public -records request, do not send TheStateofFloridaisanAA/EEO employer. copyright 2007-2013 State of Florida.:: PrivaNy '"eOt Accessibili meat •' Refund_ Statement hone or by traditional mail. If you have any questions, please contact 850.4iNith a 5. * Pursuant to Under Florida law, email addresses daco public e office abyyp u do not want your e-mail address released in rasp electronic mail to this entity. effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if Section455.275(1), Florida Statutes, leaseprovidethe Department with an email address whidi can be made available to the public. To determine if you are a licensee under theyhaveone. The is enti provided maybe used for 1, 20 communication Inwith the lice' However email addresses are public record. If you do not se o supply a personal address, P Chapter 455, F.S., please dick here . Product Approval Accepts: wu ®` credft Card safe 4 sccur>t atrTic c Florida Building Code Online Page 1 of 2 ram. - K Stats & Facts ; Publications FBC Staff ! BQS Site Map I Links Search BQS Home Log In i User Registration Hot Topics Submit Surcharge Florida Product Approval USER: Public Usera nY ci J pr . Product Ao rovat Menu > product or Aoolication Search > ADolication list > Appliration Detail FL15264-R1 FL # Revision Application Type 2014 Code Version 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 Adam Blomberg Authorized Signature abommberg@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 License Quality Assurance Entity National Accreditation and Management institute 12/31/2018 Quality Assurance Contract Expiration Date Locke Bowden Validated By Chi Validation Checklist -Hardcopy Received Y Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL15264 R1 COI COI PLY GEM SS 2015-02-19.odf 1710.5.3 Product Appr oval Method Method 2 option B Florida Building Code Online Page 2 of 2 02/19/2015 Date,Sub'mitted 02/24/2015 Date Validated 03/01/2015 Date Pending FBC Approval 04/15/2015 Date Approved 10/12/2017 Date Revised of FL # Model, Number or Name 15264.1 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 protectivesystemforwindbornedebrisregionZONE3orLESS. See drawing PGW 130 for design pressure tables, installation details, and anchoring instructions. Series 4700 Flange15264.2 I 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 protectivesystemforwindbornedebrisregionZONE3orLESS. See drawing PGW131 for design pressure tables, installation details, and anchoring instructions. Description Aluminum Mullions Installation Instructions FL15264 Rl II PGW130 SS 2015-01-02.odf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL15264 Rl AE PER3064 SS 2015-01-02,pdf Created by Independenthlyd Pa, ty. Yes Aluminum Mullions Installation Instructions FL15264 R1 II PGW131 SS 2015-01-02.Ddf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL15264 Rl AE PER3065 SS 2015-01-02.1?df Created by Independent Third Party. Yes Back Next Contact Us :: 2601 Blair ;tone Road Tallahassee FL 32399 Phone. 85_ 0-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibili tv S_ tement :: Refund Statement Under Florida law, public records. If you do not want your e-mail address released in response to apublic-records request, do not send electronic mail la this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to emailaddressesareto er ter 455 F.S. most rovide Sectson have .275 he emails provided maybe usOed ffor offidallcommunication with the dl licensee. However email addresses afire public record. If you do entwithanemailwish t ifsupply a personal address, please provide the Department with an email add, ess hick can nnbe madehue available to the public, To determine if you are a licensee under Chapter Product Approval Accepts: Credit Safe tit.' C LLFlll9(t_11U l5 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 IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGION ZONE 4. 5. USE 910 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/MASDNRY SUBSTRATE. (SEE CHARTS & NOTES ON SHEETS 4 & 5 FORDESIGN PRESSURE AND ANCHOR NOTES). 7. 2X4 WOOD BUCKS TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND 15 THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. B. SEE CHARTS & NOTES ON SHEETS 4 & 5 FOR DESIGN PRESSURE. 9. THIS MULLION 15 ONLY VALID WHEN USED IN CONJUNCTION WITH APPLICABLE PLYGEM PRODUCTS. HORIZONTAL MULL SPAN 10. ALL WINDOWS USED 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 HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55. p B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF3000 PSI. 2 C. MASONRY- STRENGTH CONFORMANCETO ASTM C-90, MULL CLIP W/ GRADE N, TYPE 1 (OR GREATER). ANCHORS, TYP TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I A MULLION ASSEMBLY ELEVATIONS & NOTES 2 MULL VERTICAL & HORI. SECTION DETAILS AND ANCHORING 3 MULLION COMPONENT DETAILS 4 HORIZONTAL MULLION DESIGN PRESSURE CHARTS 5 VERTICAL MULLION DESIGN PRESSURE CHARTS E k\ 2 N I TRANSOM HEIGHT 2 VER WINDOW MUL HEIGHT Sp F I HORIZONTAL MULLION FOR SIDE -BY -SIDE WINDOWS W/ TRANSOM TRANSOM HEIGHT I WINDOW ANCHORS, MULL CLIP W/ WIDTH ANCHORS, UNIT B ka TYP HEIGHT 2 WINDOW HEIGHT I HORIZONTAL IMULLSPAN HORIZONTAL MULLION FOR WINDOW WITH TRANSOM WINDOW WIDTH 2 F\ TICAL a B LION 2 AN MULL CLIP W/ C ANCHORS, 2 TYP WINDOW HEIGHT VERTICAL (TWIN) MULLION FOR SIDE -BY -SIDE WINDOWS Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2015.01.02 13:05:38-05'00' dPLyGEM wiraoows 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 I. N a N 3 CCO = 2 u Z O C3 U V) DWG #: PGW130 SHEET: 1 OF 5 SHEATHING 3/4" EDGE MIN. ; d" Ply GEMBYOTHERSEDGEDISTANCE a INSTALLATION ANCHOR WINDOWS TWO (2) PER ANCHOR CLIP 2X WOOD FRAME BY OTHERS 433 N. MAIN 5T., PO BOX 559, SEE NOTES 4 & 5 ON SHEET 1) 1 1/2" MIN. ROcxy MOUNT, VA 241M EXTERIOR FINISH EMBEDMENT BY OTHERS PH: 540484-6340 FX: 540-484-6683 MULLION FRAME 1 112" MIN. m 11090 EMBEDMENT Z o "' m O Z, Uit MULLION CLIP 3/4" MIN. EDGE DISTANCE _ > m11087-2 MULLION FRAME g o z m LL 11090 O.A. WINDOW MULLION CLIP o < z m ¢ HEIGHT #11087-2 0 m Z¢ m P INTERIOR w Q ¢ H J EXTERIOR V w F-4 pZLl n. A VERTICAL SECTION Lu 2 HEAD -2X WOOD/CONCRETE/MASONRY __ INSTALLATION ANCHOR MULLANCHOR CLIP TWO (2) PER ANCHOR CLIP w MULLION FRAME ( SEE NOTES 4 & 5 ON SHEET 1) 11090 SHEATHING O.A. WINDOW BY OTHERS EXTERIOR INTERIOR WIDTH EXTERIOR FINISH ` O BY OTHERS U) g VERTICAL SECTION p HORIZONTAL SECTION O 2 4700 FIN MULLION 2 JAMB - 2X WOOD FRAME H MULL ANCHOR CLIP H H J U 1 WW EXTERIOR INTERIOR O.A. WINbOW HEIGHT 1/4"-20 TEK SCREW 2 EACH SIDE) Z MULLION CLIP MULLION FRAME `-IN O1109011087-2 1 BE MIN. ff, QEMBEDMENT MULLION r` 11090 ` — EXTERIOR INTERIOR_ LL EXTERIOR FINISH T-CLIP -' BY OTHERS #11091 % y '•; ~ d INSTALLATION ANCHOR ` TWO (2) PER ANCHOR CLIP 1X WOOD FRAME WINDOW FRAME 'i d' y'•• PRO ` SEE NOTES 4 & 5 ON SHEET 1) BY OTHERS (OPTIONAL) CONCRETE/MASONRY 2-1/2" MIN. BY OTHERS LDGE DISTANCE iu z Z m Z J N 'c2 IC C VERTICAL SECTION E VERTICAL SECTION DWG'#: lu I N 2 SILL- CONCRETE MASONRY 2 T-MULLION P G W 13 0MULLANCHORCLIP SHEET: 2 OF 5 HORIZONTAL MULLION VERTICAL MULLION #11090 11090 1/4"-20 TEK SCREW T-CLIP (2 EACH SIDE) 11091 0.210" DIA. -' 3/8" 0.165" DIA. 17/8" —_I --I 3/8" 7/16" S 7/8" 1 li/16" 1 7/8" 2 5/e" 11/16" o E 3 1/4" -- IF' 15/164 1/ 8" ANCHOR CLIP #11087-2 6063- T6 ALUMINUM T-CLIP #11091 6063- T6 ALUMINUM USED TO MULL VERTICAL MULLION TO HORIZONTAL MULLION 2 7/8 L " I 1 1 1 3/16" 15/16" 1 17/16" _r _T 3/ 8" 4700 FIN MULLION (#11090) 6063- T6 ALUMINUM PLy bVIND0GEM 433 N. MAIN 5T., PO BOX 559, ROCKY MOUNT, VA 24151 PH:540- 484-6348 FX: 540-404-6683 m qm J M n D F m J z LL ri O pLU o i um¢ u m Z ¢m v z O pa Z¢ a iu W c HaZ, m_ P d a ^1 FW- 0 N N T Z 3 lA mZ 2 JU1 U z O p l 1n DWG #: PGW130 SHEET: 3 OF 5 Maximum design pressure capacity chart Series 4700 Horizontal mullion, single with transom (11090) Design pressures are limited either b y mullion or anchor screw or anchor clip capacity. W-Ii kt /1..1 1;Mt vrir6h lint DESIGN PRESSURE CHARTS FOR CONTINUOUS HORIZONTAL MULLION Window Transom 18.0 21,0 24.0 27.0 1 30.0 33.0 36.0 39.0 42.0 45.0 48.0 53.0 24.0 12.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 30.0 15.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 36.0 18.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 1 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 54.0 27.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 60.0 30.01 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 74.3 66.0 33.0 1 75.0 1 75.0 1 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 72.5 72.0 36.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 1 75.0 1 75.0 75.0 75.0 71.0 Maximum design pressure capacity chart (pst) Series 4700 Horizontal mullion, twin with transom (11090) Design pressures are limited either by mullion or anchor screw or anchor clip capacity. I InH wirllh nn1 Window Transom 36.0 42.0 48.0 54.0 60.0 66.0 72.0 78.0 1 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 1 61.1 52.7 43.3 32.0 30.0 15.0 75.0 75.0 75.0 75.0 75.0 75.0 67.3 57.2 1 49.2 42.7 35.1 25.9 36.0 18.0 75.0 75.0 75.0 75.0 75.0 67.5 56.5 47.9 41.2 35.1 29.7 21.9 42.0 21.0 75.0 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 43.0 36.4 31.3 27.2 23.0 16.9 54.0 27.0 70.0 62.1 56.3 51.9 48.5 45.8 38.5 32.6 28.0 24.3 20.7 15.2 60.0 30.0 61.8 54.6 49.2 45.2 42.0 39.5 34.9 29.6 25.4 22.0 18.9 1 13.9 66.0 33.0 55.3 48.7 43.8 40.0 37.1 34.7 32.0 27.1 23.2 20.1 17.4 12.7 72.0 36.0 1 50.0 1 43.9 1 39.4 35.9 33.2 1 31.0 29.2 25.0 21.4 18.6 16.1 11.8 NOTES 1. THEDESIGN PRESSURES INTHIS CHARTARE FORTHEMULLIONS LISTED HEREWHEN USED WITH THE CLIP DETAILED IN THIS DOCUMENT. 2. FOR MULLCLIPS IN WOOD FRAMING INSTALLATION USETWO(2) U10WOODSCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTHTO ACHIEVE A 11/2' MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 3. FOR MULLCLIPS INCONCRETE/MASONRY INSTALLATION USETWO(213/16"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. CHARTSAPPLY ONLYTO 4700 FIN MUWON EXTRUDED MUWONSAS 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. S. 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. 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)010 WOOD SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 In' MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS, 3. FOR MULL CLIPS INCONCRETE/MASONRY INSTALLATION USE TWO (2)3/I6"ITW TAPCON SCREWS AT EACH ANCHOR RIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 11/4' MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 4. CHARTS APPLY ONLYTO 4700 FIN MULLION EXTRUDEDMULLI0 SAS 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. REFER TO PER 3064 FOR MORE MULLION SPECIFICATIONS. kk A k d PLy GEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6349 FX: 540-4114-6683 Z M z F- O Z e H Z mm z w m ¢ 1OJZ m Z ¢m pQZNHm Z F LU p- m wI- Dr N T LU ^. CO Z m Z a N 3 0 ma: U Z DWG#: PGW130 _ SHEET: 4 OF 5 N T LU ^. CO Z m Z a N 3 0 ma: U Z 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 or anchorscrem or anchor clip capacity I-loinh+ I Ini+ Wir++h (inl in) 18.0 T21.0 24.0 27.0 30.0 33.0 39.0 42.0 45.0 48.0 53.0 24.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 30.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 36.0 75.0 75.0 75.0 75.0 75.0 75.0 k5. 75.0 75.0 75.0 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 75.0 75.0 54.0 75.0 75.0 75.0 75.0 75.0 75.0 70.3 66.2 1 66.7 65.7 64.9 60.0 75.0 75.0 75.0 75.0 70.0 65.9 62.5 59.9 57.7 56.0 54.7 53.3 62.0 75.0 75.0 75.0 72.2 67.1 63.0 59.7 57.0 54.9 53.1 51.3 49.1 66.0 75.0 75.0 73.0 66.7 61.8 57.5 53.6 50.4 47.9 45.7 1 4.041.8 72.0 75.0 71.6 63.2 56.8 51.7 1 47.6 44.3 41.5 39.2 37.3 35.7 33.6 84.0, 60.6 52.2 46.0 41.2 37.4 34.3 31.8 29.7 27.9 26.4 1 25.1 23.3 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 INWOOD FRAMING INSTALLATION USE TWO)2) 010 WOOD SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1112" MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 3. FOR MULL CLIPS IN CONCRETE/MASONRY INSTALLATION USE TWO 12)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, CH ARTS APPLY ONLY TO 4700 FIN MULLION EXTRUDED MULLIONS AS SPECIFIED HERE WHEN USED TO MULL SIDE -BY -SIDE WINDOWS WITH A VERTICALLY CONTINUOUS MULL. S. READ WINDOW WIDTH AND MULL SPAN IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE POSITIVE AND NEGATIVE PSF, 6. DE SIGN PRESSURE VALUES APPLY TO MULLION WHERE TWO OR MORE WI NDOWSARE LISTED IN A SINGLE OPENING. 7. REFERTO PER 3064 FOR MORE MULLION SPECIFICATIONS. A I\ po" Pay GEMws 433 N. MAIN ST.. PO BOX 559. ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 Z M eO Z Q Z o H O ^ 1zi ? lL Q Q U LLJ O U Lb Q o D h m Z Q aOHa H p ^ Z j FH d m Li w p, M wI- Q N m Z m Z J V, S U Z O Q U N bwG #: PGW130 SHEET: 5 OF 5 PLY GEM WINDOWS 4700 FLANGE MULLION NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FBC, SECTION 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 IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS ZONE 3 OR LESS. INDIVIDUAL UNITS MUST BE IMPACT RATED. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGION ZONE 4. S. USE 410 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1112" 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. 8. SEE CHARTS & NOTES ON SHEETS 4 & 5 FOR DESIGN PRESSURE. 9. THIS MULLION 15 ONLY VALID WHEN USED IN CONJUNCTION WITH APPLICABLE HORIZONTALPLYGEMPRODUCTS. MULL SPAN ID. ALL WINDOWS USED WITH THIS MULLION SHALL BE QUALIFIED UNDER SEPARATE APPROVAL. 11. MULLION MATERIAL: 6063-TG ALUMINUM. 12. CLIP MATERIAL: 6063-TSALUMINUM 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 CONFORMANCE TOASTMC-90, MULL CLIPW/ GRADE N, TYPE 1(OR GREATER). ANCHORS, TYP TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I A MULLION ASSEMBLY ELEVATIONS & NOTES 2 MULL VERTICAL & HORI. SECTION DETAILS AND ANCHORING 3 MULLION COMPONENT DETAILS 4 HORIZONTAL MULLION DESIGN PRE55URE CHARTS 5 VERTICAL MULLION DESIGN PRESSURE CHARTS a k E 2 k L\\\\' 112 i TRANSOM HEIGHT 2 VER WINDOW MUL HEIGHT Sp HORIZONTAL MULLION FOR SIDE - BY -SIDE WINDOWS W/ TRANSOM PLY vCN'E RANSOM 433 N. MAIN ST., PO BOX 559, HEIGHT ROCKY MOUNT, VA 24151 WINDOW -` I \ , W/ ANC WIDTH1i1ANCHORS, g \ TYP HEIGHT \ J W11NUUr I HEIGHT HOR= ONTALI MULL SPAN r HORIZONTAL MULLION FOR WINDOW WITH TRANSOM WINDOW A WIDTH TICAL B LION 2 AN MULL CLIP W/ ANCHORS, TYP WINDOW HEIGHT VERTICAL ( TWIN) MULLION FOR SIDE - BY -SIDE WINDOWS Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2015.01.02 13:06:22-05'00' PH: 540-494-6348 FX: 540-484-6683 m m Z# o 1- I D o^ o vimM z v"'iZu O S LL z owe o OV 5, Z¢m o^ > c} W m W nZ¢ a J a. W Z Zm d mui13 H FW m tt m n. LU o o Q a T N T W" m Z m Z J oN 3 _M vZ O Q U In DWG #: PGW131- SHEET: 1 OF 5 SHEATHING BY OTHERS INSTALLATION ANCHOR TWO (2) PER ANCHOR CLIP SEE NOTES 4 & 5 ON SHEET 1) EXTERIOR FINISH BY OTHERS MULLION FRAME 11084 f MULLION CLIP I #11087-2 3/4" MIN. EDGE DISTANCE 2X WOOD FRAME BY OTHERS 11/2" MIN. F EMBEDMENT O.A. WINDOW HEIGHT Ir AIL EXTERIOR v INTERIOR A VERTICAL SECTION 2 HEAD -ZX WOOD/CONCRETE/MASONRY MULL ANCHOR CLIP MULLION FRAME EXTERIOR UI# 11084 INTERIOR W) VERTICAL SECTION 2 4700 FLANGE MULLION EXTERIOR O.A. WINDOW HEIGHT INTERIOR MULLION CLIP / 11087-2 _/ 11/4" MIN. MULLION EMBEDMENT 11084 EXTERIOR FINISH BY OTHERS - INSTALLATION ANCHOR TWO (2) PER ANCHOR CLIP 1X WOOD FRAME SEE NOTES 4 & 5 ON SHEET 1) BY OTHERS (OPTIONAL) CONCRETE/MASONRY 2-1/2" MIN. BY OTHERS EDGEOI5TANCE VERTICAL SECTION L SILL- CONCRETE MASONRY MULL ANCHOR CLIP 1 1/2" MIN. EMBEDMENT 3/4" MIN. MULLION FRAME ` EDGE DISTANCE 11084 MULLION CLIP 11087-2 7777V-T INSTALLATION ANCHOR TWO (2) PER ANCHOR CLIP SEE NOTES 4 & 5 ON SHEET 1) SHEATHING O.A. WINDOW BY OTHERS WIDTH EXTERIOR FINISH BY OTHERS p HORIZONTAL SECTION 2_ JAMB -2X WOOD FRAME MULL ANCHOR CUP 1/4"-20 TEK SCREW Z EACH SIDE) MULLION FRAME 11084 EXTERIOR INTERIOR T-CLIPHA11091 WINDOW FRAME VERTICAL SECTION 2 T-MULLION PLyGEM WINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540464-6348 FX: 540-484-6683 Z o m yyM J V Z PZQ 00 m tz Z Z O 2 QQ H y m Qom¢ H m < H w ej o 2 ' H aHZm w w J 7 W W In I; w a m F 0 V) Z O Z H W cy wLU LL. xi y•• •PRO- u mZ mZ 2 00 3Z CcQ u= uZ o DWG #: PGW131 SHEET: 2 OF 5 PLY GEMtiwuows 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 HORIZONTAL MULLION VERTICAL MULLION #11084 PH: 540-484-6348 FX: 540484-6683 11084 1/4"-20 TEK SCREW Z N m T_CLIP (2 EACH SIDE) o v 11091 w H o o d 3/8" w vi m in 0.210" DIA. z w 0-2 0.165" DIA. ¢ o 1 7/8" --{ {-- 3/B" 7/16' 7/8'. 0 m Z¢mm0hZ 11/16" 1 7/8" 2 5/8" 1 11/16" ` 3 T w ¢ m w a a Iti/4'f L -1} w m Y 15/16" IFS— 4 1/8" ANCHOR CLIP #11087-2 6063-T6 ALUMINUM T-CLIP #11091 v) 6063-T6 ALUMINUM 7— USED TO MULL VERTICAL MULLION z TO HORIZONTAL MULLION H o H H Lu Lo n 13/16" U 1-5/L16" Z 1 17/16" d a 4700 FLANGE MULLION (#11084) 6063-T6 ALUMINUM ?'•.. cv j, w m Z m Z n oN 3to == uZ O p u V) DWG #: PGW13-1- SHEET: 3 OF 5 DESIGN PRESSURE CHARTS FOR CONTINUOUS HORIZONTAL MULLION Maximum design pressure capacity chart Series 4700 Horizontal mullion, single with transom (11084) Design pressures are limited either b y mullion or anchor screw or anchor clip capacity. W.inhf fin1 I Inif -Idth lint Window Transom 18.0 21.0 24.0 27.0 30.0 33.0 36.0 39.0 42.0 45.0 48.0 53.0 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 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 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 0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0U54.027.0_ 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 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 0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 750 74.3 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 71.0 Maximum design pressure capacity chart (psi) 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) a 4/la A 24.0 12.0 75.0 75.0 75.0 75.0 75.0 75.0 74.6 63.4 54.5 44.2 36.3 26.8 30.0 15.0 75.0 75.0 75.0 75.0 75.0 71. 7R28. 51.0 43.9 35.9 29.4 21.7 36.0 18.0 75.0 75.0 75.0 75.0 73.2 60.2 42.8 36.8 30.4 24.9 18.3 42.0 21.0 75.0 75.0 75.0 73.7 63.3 52.0 36.9 31.8 28.5 21.7 15.9 48.0 24.0 75.0 72.0 65.7 60.9 55.9 45.9 32.5 28.0 23.5 19.2 14.1 54.0 27.0 70.0 62.1 56.3 51.9 48.5 41.1 29.1 25.0 21.2 17.3 12.7 60.0 30.0 51.8 54.6 49.2 45.2 42.0 37.3 26.4 22.6 19.3 15.8 11.6 66.0 33.0 55.3 48.7 43.8 40.0 37.1 34.2 24.2 20.7 17.8 14.5 10.7 72.0 36.0 50.0 43.9 39.4 35.9 33.2 31.0 22.3 19.1 16.5 13.5 9.9 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 INWOOD FRAMING INSTALLATION USE TWO (2) U10 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 I2)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 4700 FLANGE 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. 6. DESIGN PRESSURE VALUES APPLY TO MULLION WHERE TWO OR MORE WINDOWS ARE LISTED IN A SINGLE OPENING. 7. REFER TO PER 306S 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)410 WOOD SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 3. FOR MULL CLIPS IN CONCRETE/MASONRY INSTALLATION USE TWO (2) 3/16' ITW TA CON 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 FLANGE MULLION EXTRUDED MULLIONS AS SPECIFIED HERE WHEN USED TO MULL WINDOWS IN A SIDE-eY-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 ASINGLE OPENING. 7. REFER TO PER 3065 FOR MORE MULLION SPECIFICATIONS. ka la k If M" PLY GEMWINDOWS 433 N. MAIN ST., PO BOX 559. ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 Z WzOQ U # v s OH Lnmm L Z W O V m Q ZQm gI1ON{ a M Co V 3 2 w 0 Z H a K H Z m lL Q m LLi n a M v / Z O Z a H V O yob ' •••.. m '- c LL N 3 l 7 = = U Z O n U 0) PGW131 SHEET: 4 OF 5 DESIGN PRESSURE CHARTS FOR CONTINUOUS VERTICAL MULLION Maximum design pressure capacity chart (pso Series 4700 Vertical Mullion (Twin) (11084) Design pressures are limited either by mullion or anchor screws or anchor clip capacity Heiaht I inif Wi ifh fin) in) 18.0 21.0 24.0 27.0 30.0 33.0 36.0 39.0 42.0 45.0 48.0 53.0 24.0 75.0 75.0 75.0 75.0 75.0 1 75.0 75.0 75.0 75.0 75.0 75.0 75.0 30.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 36.0 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 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 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 54.0 75.0 75.0 75.0 75.0 75.0 75.0 73.0 70.3 68.2 66.7 65.6 64.5 60.0 1 75.0 75.0 75.0 74.6 68.3 63.3 59.3 56.1 53.5 51.4 49.8 47.9 62.0 75.0 75.0 75.0 69.6 63.6 58.9 55.1 52.0 49.5 47.4 45.8 43.9 66.0 67.7 60.9 55.6 51.3 47.9 45.1 42.7 40.8 39.3 37.3 68.0 g75. 075.0 71.9 63.6 57.2 52.1 48.1 44.8 42.1 39.9 38.1 36.5 34.6 72.0 63.9 56.5 50.7 46.2 42.5 39.5 371 1 333 319 30.0 84.0 45.0 39.7 1 35.6 1 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 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) N10 WOOD SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1112" 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 4700 FLANGE MULLION EXTRUDED MULLIONS AS SPECIFIED HERE WHEN USED TO MULL SIDE -BY -SIDE WINDOWS WITH A VERTICALLY CONTINUOUS MULL S. READ WINDOW WIDTH AND MULL SPAN IN INCH ES. DESIGN PRESSURE VALUES ON THIS CHART ARE POSITIVE AND NEGATIVE PSF. 6. DE SIGN PRESSURE VALUES APPLY TO MULLION WHERE TWO OR MORE WINDOWSARE LI5TED IN A SINGLE OPENING. 7. REFER TO PER 3065 FOR MORE MULLION SPECIFICATIONS. k L - I tIn P LybViNDOGEMVJS 433 N. MAIN ST.; PO BOX 559. ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-668$ Z F 7- DU O= o Z ¢ w nD cZ m OZ¢e W H q j Q ¢ m C m LL Q w wi- L / O H z Lf) o H 61 v w a c . N j l nj 3 l5 = S V Z O U V) DWG #: PGW131 SHEET: 5 OF 5 Page 1 of 1 Florida Building Code Online Florida royalmProductApp a USER: Public user ProductApproval Menu > Product or Aoolication Search > Application list Refine Search Search Criteria 2014 FL# 12194 Code Version ALL Product Manufacturer ALL Application Type ALL Subcategory ALL Category ALL Compliance Method ALL Application Status ALL Quality Assurance Entity Contract Expired ALL QualityAssuranceEntityALLProduct Model, Number or Name ALL Product iptiooutside ALL Approved for use in HVHZ ALL for HVHZ ApprovedALL Impact Resistant ALL Design Pressure Other ALL earch Results - v.pp111.-11- Status FL# Type Manufacturer Validated By F12194- R5 vision Aluminum Coils, Inc. Locke Bowden Approved LRe Category: Panel Walls (334) 300-1800 History Subcategory: Soffits if necessary. Contact Us :: 26D1 Blair Stone Road Tallahassee FL 32399 Phone'85 0-487-1824Thestate of Florida is an AAtEEO employer. co ri ht 2DO7-2013 State of Florida.:: Privacy Statement:: Accessibility statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mail address released in response to apublic-records request, do not send electronic mailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, povilease contact 850.487.1395.em Pall ursuant toSection have one(The emrl aails provided may a us d foroffidall ommunpter ab!osaes n withelrsicenseetHowseveremailaddrressesarepublirnecvrd• If Y udo not wdish to f supply a personal address, please provide the Departrnent with Ch ma. 455,.. S Wpleas e nbe dick heree available torru the public To determine if you are a licensee under Product Approval Accepts: M O ® cLtie6 E. Credit Safe ecurit ncr;, I Kuti; Florida Building Code Online Page 1 of 2 f BQS Home I Log In User Registration i Hot Topics ; Submit Surcharge i Stats & Facts 1 Publications'; FBC'Staff I BrSS Site Map j Llnks Search Florida Product Approval ci if USER: Public UserD,- r L" 3ia Product Aooroval Menu > Product or Aoolication Search > Application List > Application Detail E FL12194-R5 6 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 Gareth Rahman Authorized Signature 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 Panel Walls Category Soffits Subcategory 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 PRI Construction Materials Technologies, LLC Quality Assurance Entity Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden 7 Validation Checklist - Hardcopy Received tion Report 2014 FBC 04 Certificate of Independence FL12194 RS COI ALC15001 2 EvaluaT4 Sofflts-- FINAL.gdf Year Referenced Standard and Year(of Standard) Standard 1986 AAMA 1402 Equivalence of Product Standards Certified By Sections from the Code Florida Building Code Online Product Approval Method Method 1 option D Date Submitted 06/14/2017 Date Validated 06/14/2017 Date Pending FBC Approval 19/20170/ 2017 Date Approved 068/ 19/ 08/2017 Date Revised iumman/ of Products FL # Model, Number or Name 12194.1 Alumunum Coils Aluminum Soffit Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +80/-90 other: See Evaluation Report for limits of use. Page 2 of 2 Description Aluminum soffit panels Installation InstructionsFL12194R5IIALC15001.2 Evaluation Report 2014 FBC 04 T4 Soffits - FINALDdf Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation ReportsFL12194RSAEALC15001.2 Evaluation Re ort 2014 FBC 04 T4 Soffits - FINAL.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2E1 Blair Stone Road Tallahassee FL 329 Phone, 1,5,,,8119?4 Refund Statement The state of Florida is an AA/EEO employer. Co ri ht 2 07-2013 State of Florida.:: Privacy Statement :: Accessibili Statement eased in e to a uest, do not Under Florida law, email addresses are public records. If you honeorr by eestraditionalmail. If ylot wantyoure-mail ou addressle any questionsspleasec contact850.487Q1395. -pursuant t o electronic mail t this entity. Instead, contact the office by p Section they have ne.'The emails prov.275( j), Florida ided dmay be used for official omimunicatilonwith the licensee owsever email addresses are public re theeord. Ient fyoudonotwisanemail h t i he Department with an email address swhichcan be click made available to the public. To determine if you are a licensee under supply a personal address, Please provide t Product Approval Accepts: h_ M Credit Safe S CEII1f11i;=TRIOS CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5T" EDITION (2014) Manufacturer. ALUMINUM COILS, INC. Issued August27, 2015 5001 West Knox Street Tampa, FL 33634 813)249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1710.9.4 Properties: Wind Resistance REFERENCES anti Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.0194nch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. ALC15001 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 CREEK Technical Services,. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION ALUMINUM COILS, INC Soffits 16" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.01354nch thick, 3105 H-14 aluminum soffit P,anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4,2 n2/1in.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001 FL12194-R3 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5t' Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. NG Pp Y • R•'°'4/:' 2015.08.2 / G E NSF•• •>!' _ _ No 74021 07:05:00 04'00' 3 STATE OF .:441 p R 10 P N_Zachary R. Priest, P.E. S'S 1 Florida Registration No. 74021ONOrganizationNo. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire,. a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product APPENDICES 1) APPENDIX A —Approved Systems (7 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings. (4 pages) ALCI5001 FL12194-R3 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. GREED TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The.following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1710.9.4. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the Information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others In accordance with FBC requirements to meet the minimum design requirements for.the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit —12-inch o.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit— 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" Q4 Soffit —16-inch o.c. Fastener Fastener Location — Location ALCI5001 FL12194-R3 Page 1 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor.imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. FFMOiIIIIIIIII SCREEKTECHNICALSERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Fastener Fastener Location Lac tion Location ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F- # Approved Systems for 1.2-inch Overhang with F-Channel 12J-# Approved S stems.for 12-Inch Overhang with J-Channel 16F roved Systems for 16-inch Overhan with F-Channel 16J_# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-Inch Overhang with F-Channel M:7 1 Approved Systems for 24-Inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psi Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-Inch One (1) min. 1 3/4-inch long x. 0072-inch dia. x min. 3/16- 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-Inch inch head dia. trim nail t40.0 24-inch o.c, O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch.x 114-inch One (1) ruin, 1 3/4-inch long x 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch head diatrip nail spaced 48- 48 64. 2 spaced24-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 One (1) min. 1 3/4-inch long x 0. 072-inch dia, x min. 1/4-inch 48 12F-3 16- Inch Masonry spaced 8-inch o.c. Wood crown staple spaced head dia. trip nail spaced 48- 64.2 ainchpandsecuringeachpanellapincho.c. ALC15001 FL.12194-R3 Page 2 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL- SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel. MDP No. Width psD Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 314-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1 inch crown staple 0.072-inch dia. xmin. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c.. spaced head dia. trip nail spaced 48- 64.2 inch O.C. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with. F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staples spaced max. D pinchnailwith min. 3/16- finishing finishing diameter t53.3 12-inch spaced max. 8-Inch o.c. 4-Inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-Inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staples spaced max. 0.072-inch diameter 16F-2 12-inch. Wood inch leg staples in diamond pattern Wood 4-inch o.c, and securing each finishing nail with min. 3/16- 53.3 spaced 16-Inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-Inch x 3/8-Inch One (1) min. 1 3/4-inch long x 0.072 inch dia. x min. 16F-3 16-Inch Wood 1.25-inch embedment spaced 24- Woad crown staple spaced 16-inch 3/16-inch head dia. trim nail t25.6 inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4- 27 16F-4 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 24-Inch o.c, spaced 48-inch o.c. ALC15001 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. 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 pst) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staples spaced 4- 0.072-inch diameter finishing nail with min. 3/16- t43.3 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 1-inch leg staples spaced 4- Inch o.c. and securing each finishing nail with min. 3/16- t43.3 spaced 16-Inch o.c. panel lap Inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pst) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4-Inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-Inch long x 0.072-inch dia. x 23.5 16J-1 16-Inch Wood crown staples in diamond pattern spaced 24-inch o.c.. Wood crown staple spaced 8-Inch o.c. min. 1/4-Inch head dia, trip 31.4 nail spaced 48-inch o.c. ALC15001 FL12194-R3 Page 4 of 7 This evaluation report is provided for State of Florida product approval under Rule 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. CREED{ TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width Psi Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-Inch leg No.2 SYP staples spaced Three (3) 18 ga.1/4- anchored to 12-Inch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.75-Inch x 24F-1 Max. Wood inch crown x 1-inch leg staples in rafter one each panel lap Wood inch crown x 1-inch 0.072-Inch diameter finishing nail with min. 80/-9012-inch diamond pattern 1) min. 2.25- Inch x . ring One (1) min. 1.75-inch leg staples spaced 8- inch spaced 3/16-Inch head spaced spaced 16-inch o.c, shank nailchinch x 0.072-inch diameter 12-inch o.c. ailo.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 24F-2 Max. 12-inch Wood inch x 11 ga. smooth shank anchored to rafter with one each panel lap Wood inch crown x 1-inch 0.072-inch diameter finishing nail with min. 80/ roofing nails acedgp 1) 7d x 2.25- One (1) min. 1.75-inch leg staples spaced 8- inch o.c. 3/16-inch head spaced 76.6 16-inch o.c. Inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3116-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced Max. One (1) 14 ga. 5/8- No.2 SYP anchored to 12-Inch o.c. securing each panel lap O 1/4aOne (1) 18 g. - One (1) min. 1.75-Inch x 0.072-Inch diameter 24F-3 12-inch Masonry inch long T nail rafter with one Wood inch crown x 1-inch spacedlegstaplesspaced 8- finishing nail with min. 80/ 76.6spaced8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch 3/16-inch head spaced inch ring shank x 0.072-Inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001 FL12194-R3 Page 5 of 7 This evaluation. report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width Psi Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staples spaced Three (3) 18 ga. 1/4- anchored to 12-inch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-Inch 0.072-inch diameter 24F-4 16-Inch Wood leg staples in min. 2.25- Wood leg staples spaced 8- finishing nail with min. 801-60 diamond pattern InInch x 7d ring One (1) min. 1.75-Inch inch o,c. and securing 3/16-inch head spaced spaced 16-Inch o.c. shank. nail x 0.072-Inch diameter each panel lap 16-inch o.c. 24-inch o.c. finishing nail with min. 3/1 6-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 24F-5. 16-inch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 80/-60 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-Inch inch o.c. and securing 3116-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-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 24F-6 16-inch Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 80/-60 spaced 8-inch o.c. 1) 7dx 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 6 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 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 Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with one (1) min. 2.25-inch x 7d one (1) 18 ga.1/4-Inch Nominal 1x2 ring shank nail crown x 1-inch leg No.2 SYP anchored to Three (3) 18 ga.1l4-inch crown straight -nailed throw h9g the rafter into the end staples spaced 12-Inch o.c. securingg One (1) 18 ga. /.- One (1) min. 24J-1 Max. rafter with one x 1-inch leg of the batten or two (2) each panel lap Wood inch crown x 1-inch diameterx0.072-inch diameter finishing Hall with min. f6012-inch 1) min. 2.25- staples in diamond min. 2.25-inch x 7d One (1) min. 1.754rich leg staples spaced 3/16-inch head spacedinchx7dringpatternspaced16ringshanknailstoe- naild on either side of x 0.072-inch diameter S-inch o.c. 12-Inch o.c. shank nail inch o.c. the batten at each finishing nail with min. 24-inch O.C. batten/rafter 3/16-inch head spaced intersection. Max. 4-Inch o.c. rafter spacing is 244nch o.c. Nominal 1x2 No.2 SYP scabbed between rafters with one (1) min. 2.25-inch x 7d One (1)18 ga.1/4-inch Nominal 1x2 ring shank nail crown x 1-inch leg No.2. SYP anchored to Three (3) 18 ga.114-inch crown straight -nailed throughgg the ratter into the end staples spaced 12-inch o.c. securing One (1)18 ga. 'h- inch crown x 1-inch One (1) min. 1.75-inch 24J-2 Max. rafter with one x 1-Inch leg of the batten or two (2) each panel lap Wood leg staples spaced x 0.072-Inch diameter finishing nail with min. t53.3 16-inch 1) min. 2.25- inch x 7d ring staples in diamond pattern spaced 16. min. 2.25-Inch x 7d ring shank nails toe- One (1) min. 1.75-Inch 8-inch o.c. and securin each panel gp3/ 16-inch head spaced shank Hall inch o.c. nailed on either side of X 0.072-inch diameter finishing nail with min. lap 16- inch o.c. 24- Inch O.C. the batten at each batten/ rafter 3/16-Inch head spaced Intersection. Max. 4-Inch o.c. rafter spacing Is 244nch o.c. ALC15001 FL12194-R3 Page 7 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. I Installation Detail Min. 3/8" head dia. nail with min. lib" engagement(£or wood substrate) or min- 0-097" dia. T-nail or stub nail with min. '5/8" engagement(f,or concrete or block substrate), spaced as noted. above. ASC1A SLIP BOARD FASCIA TRIM 12F-1 & I I \— SOFFIT I II \—"F" CHANNELOVERHANG WIDTH VARIES) 12F-3 Wood, Concrete or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4° PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001 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 assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail i nc':` SOFFIT STAPLEOPENRAFTER 3/4" X 1/4" DIAMOND PATTERN CROWN STAPLES D ETAI L USING A DIAMOND k _,—aror KTWM I PATTERN STAPLES i FACIA BOARD / FASCIA CAP 12 F-2 3/4" X 1/4" CROWN FACIA BOARD 8' 1-3/4" TRIM NAILr_"F' STAPLE ON CENTER 1-3/4" TRIM NA1L PAINTED SS. CHANNEL CAN BE PAINTED S.S. 48" INSTALLED WITH THE O.C. FASCIA CAP NAILING FLANGE UP OR 3/4" X 1/4" DOWN CROWN STAPLE SOFFIT— max. 12-inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 2of12 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. 12J-1 CREEK TECHNICAIL, SERVICES, LLC No. I Installation Detail OPEN RAFTER. X 1/4' CROWN STAPLE "24" CENTER USING A DIAMOND PATTERN drCHANNEL 1-3/4* TRIM. NAZI screwed to soffit with one(Y) 08 x PAINTED S.S. 48' 1/21 x 3/81' head O.C. diameter screw, 1'6" o.c. WOOD OR BLOCK SUBSTRATE SOFFIT -max. 12-inch span ALUMINUM COILS, INC Soffits Appendix B TWM , SOFFIT STAPLE DIAMOND PATTERN FACIA BOARD , _j L D ETAI L STMLES / ASCIA CAP 3/4" X 1/4" CROWN STAPLE "8" ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4" X 1/4" CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 3 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,. installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 }" TRIM NAIL FASCIA BOARD PAINTED S.S, FASCIA CAP SOFFIT 1"x" CROWN STAPLE OPEN RAFTER FASCIA BOARD 14 BA S/B"1•NAIL---\ 16F-1 SOFFIT & FASCIA 16F-5 DETAIL TOM FASCIA CAP; REFER TO SOFFIT L FASCIA F" CHANNEL-,,-, HANNEL DETAIL SOFFIT; MAX, 16" SPAN MASONRY SUBSTRATE ALC15001 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 duration for which this report is valid. This evaluation report does not express nor,irnply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 1.6 F-3 No. I Installation Detail Min. 3'/8" head dia. nail with min. lti" engagement(for wood 'substrate) or min. 0.097" dia. T-nail or .stub nail with min,. 5/8" angagement(for concrete or block substrate), spaced as noted above.. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) CHANNEL Wood, Concrete or Block Wall FASCIA. LIP 1 /4" STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" 0. C. LPAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001 FL12194-R3 Page 5 of 12 This evaluation. report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n, `, SOFFIT STAPLEOPENRAFTER 3/4M x 1/4" ; ; DIAMOND PATTERN j D ETAIL L3/N CROWN STAPLES t ( USING, A DIAMOND _. J KTVEEN! STARES 1 PATTERNFACIABOARD110FASCIA CAP 16 F-4 3/ 4- X 1/4- CROWN FACIA BOARD 8" 1-3/4- TRIM NAIL STAPLEONCENTER1- 3/4" TRIM NAIL PAINTED S.S. F" CHANNEL CAN BE PAINTED S.S. 48.- C. FASCIA CAP INSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4" X 1 /4" DOWN CROWN STAPLE SOFFIT - max. 16-inch span WO SOFFIT SUBSIRATE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 6 of12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 11' TRIM NAIL FASCIA BOARD PAINTED 5,5, FASCIA CAP SOFFIT 1"x}" CROWN STAPLE OPEN RAFTER FASCIA BOARD 1"Xi" CROWN STAPLES USING A DIAMOND SOFFIT &FASCIA 16F-2 & PATTERN; REFER TO DETAIL SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL SOA CAP; REFER TO / \ TO SOFFIT L FASCIA 3„ F" CHANNEL----,-" HANNEL DETAIL SOFFIT; MAX. 16" SPAN WOOD SUBSTRATE \ / SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 16J-1 3/4" X 1/4" CROWN STAPLE "24" ON CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 1-3/4" TRIM NAZI PAINTER S.S. 48" O.C. SOFFIT —max. 16-inch span. ALUMINUM COILS, INC Soffits Appendix B NUS ` SOFFIT STAPLE DIAMOND PATTERN I FACIA BOARD 1` vj; rETWEE / I DETAIL TAFUS / ASCIA CAP 3/4" X 1 /4" CROWN 1-3/4" TRIM NAILSTAPLE "8" ON CENTER PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4" X 1/4" CROWN STAPLE SOFFIT & FASCIA DETAIL ALC1.5001 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 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 Systern No. Installation Detail t }' TRIM NAIL FASCIA BOARD PAINTED S.S. 1'a}' CROWN' FASCIA CAP STAPLES USING A DIAMOND SOFFIT PATTERN: REFER TO 1"XI CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 }" TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 1"x4' CROWN STAPLE ----- FASCIA GP; REfEA TO SOFFIT L FASCIA \ DETAIL / 33 Haters with SYPA r I I 3/8 Batten Anchored to SOFFIT; MAX. 24' f I ' F-CHANNEL Rafters with one 7d Ring Shank Nail at every Rafter / WOOD SUBSTRATE \ _ " SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 }" TRIM NS.S. AIL FASCIA BOARD PAWTEO 14- SMOOTH SHANK ROOF NAILS FASCIA CAP SOFFIT 1"x4" CROWN STAPLE 1 }' TRIM NAIL PAINTED S.S. FASCIA BOARD SOFFIT A,FASCIA 24F-2 & DETAIL 24 F-5' 1"x}" CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL Nominal 1"x2° SYP F-CHANNEL Batten Anchored to SOFFIT; MAX. 24" Rafters with one Id Ring Shank. Nail at eyery Rafter WOOD SUBSTRATE ALC15001 FL12194-R3 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,. installation, recommended use, or other product attributes that are not specifically addressed herein. A CREEK TECHNICAL. SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 }" TRIM NAIL FASCIA BOARD PAINTED S.S. 146A T-NAILS FASCIA CAP SOFFIT 1'z2" CROWN STAPLE 1 TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-3 & DETAIL 24F-6 1"x}" CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL Nominal 1'„2" SYP Batten Anchored to SOFFIT; MAX. 2W F-CHANNEL Rafters with one id Ring Shank Nail at every Rafter MASONRY ALC15001 FL12194-R3 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 }" TRIM NAIL FASCIA BOARD PAINTED S.S. STAPLES 1`x` CROWN FASCIA CAPSTAPLES USING A DIAMOND SOFFIT PATTERN; REFER TO SOFFIT STAPLE CANTILEVERED' 1"x}" CROWN STAPLE DIAMOND PATTERN RAFTER DETAIL FASCIA BOARD j TRIM HAIL SOFFIT & FASCIA PAINTED S.S. DETAIL 24J-1 & 1-4- CROWN STAPLE24J-2 FASCIA CAP; REFER TO SOFFIT 1 FASCIA DETAIL Nominal 1" k 2" GYP battens cabbed between rapers antl SOFFIT; MAX. 24" ( 3/8' J-CHANNEL shank hall stralght-nailed ng Ihrough the rafter Into the and WOOD SUBSTRATE of the batten or two (2) id 1 ring shank nails too -nailed on \ either side of the bottom at the —_ batten/rafter intersection / SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL. SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609.1 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design .wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-fe or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis.. 6. Wind directionality factor, Kd = 0.85 7. V„ii is shown in:the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4 of the FBC. 8. Projects with mean roof heights greater than 60=ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below.Dimension "a"shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALCI5001 FL12194-R3 1 of 4 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C S Desi n "'Ift ressuresY,for}Soffds 1. M'G 6R'e wn, aBasicfWlndtS eedQ m one w.- 30.02016.9 19.8 279 26.3 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 4 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24,9 2876 32.5 36.7 41.2 45.9 50.8 Enclosed 50 19.5 22.9. 26.5 30.5 34.7 39.1 43.9 48.9 54.1 Negative 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Loads) 20 20.8. 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 5 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45,3 50.8 56.6 62.7 50 24.1 28.2 32.8 3T6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 6.3.3 70.1 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27A 30.0 4 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26..4 1 29.4 32.5 50 12.5 1.4.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7Enclosed Positive 60 13.1 15.4 17.8. 20.5 23.3 26.3 29.5 32.9 36.4 Loads) 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 5 30 10.8 12a7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 118 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 1 13.1 1 15.4 1 17.8 20.5 23.3 26.3 1 29.5 1 32.9 36.4 ALCI5001 Fl-12194-R3 Page 2 of 4 This evaluation reportis provided for State of Florida product approval under Rule61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C f,.0 p.y,.,,.sm .f ,,M ,'r ..;Y.DeSI nWindl?ressuresfor,Soffltsin'Ex osuieC, ,F ,r Tg LLZone 3' a,"-: 6Meanxks p, « i° ui a y.13'0 i^a Basic y{r .. ,140 : 3 r150 „ r . ,. , Uri.: . ,•.,ry. Wind S eed, 160 s m h 170=, 180 r. 1,90 „ 200 r r J, ,.., 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 4 40 25.0 29.4 34.1 39.1 44.5 50.2 1 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 3119 37,0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 5 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 1 -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 1 34.0 37.9 42.0 4 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44:5 5.0 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 Enclosed. 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 5 30 15.1 171 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 1.8.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 1 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 1 20.5 23.7 1 27.2 1 31.0 35.0. 39.2 43.7 48.4 ALCI5001 FL12194-R3 Page 3 of 4 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes .or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,. installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C r S,'6fTjt§1.Jn! tE p'cj;sU d*P' M All. ,, B N1 pN n e.-t,,; 200, 20 2&0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 49.1 47.9 54.1 60-6 67.6 74.9 4 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 Enclosed 50 30.6 35.9 41.6 47.8 54.3 61.3 w68.8 76.6 84.9 Negative 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Loads) 20 32.1 37.7 43.7 50:1 57.0 64.4 72.2 80.4 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 89.1 5 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 92.4 95.7 40 36.2 42.5 49.3 56.6 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3. 48.0 4 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 Enclosed 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 Positive 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 6 56.1 Loads), 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 413 48.0 5 30 1 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.61 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 1 1 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALCI5001 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. This evaluation report does not express nor Imply warranty, installation, recommended use, or otherproductattributesthatarenotspecificallyaddressedherein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" --r 3/8" J-Channel 3/4" —1 1/8" HEM 1 5/e" T7 3/4" 3/8" ALCI5001 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 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 Fascia 3/4" 3/81, ALC15001 1/8" HEM 6"FASCIA 7" BLANK FL12194-R3 ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D 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 orqualityassurancechangesthroughoutthedurationforwhichthisreportisvalid. This evaluation report does not express nor imply warranty, installation, recommended use, or otherproductattributesthatarenotspecificallyaddressedherein. CREEK TECHNICAL SERVICES,, LLC 16" Q4 Soffit 25 TYP. 0.125 TYP. 18 BLANK 3 / 8 PROFILE 2.625 REF. 50 TYP. aoao 000000 ooaoa 000000 00000 LOWERS FORMED WN SAME DIRE"DN AS RIBS) ALUMINUM COILS, INC Soffits Appendix D ALCI5001 FL12194-R3 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orqualityassurancechangesthroughoutthedurationforwhichthisreportisvalid. This evaluation report does not express nor imply warranty, installation, recommended use, or otherproductattributesthatarenotspecificallyaddressedherein. CREEK TECHNICAL.SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Sofflts 3 1/8" 718" 3 1/8" 7/8" 3 1/8" S/16" 1/2" 1/2" L 3/8.. 25 TYP. 0,125 TYP. 13.75" BLANK 3/8" PROFILE 2.625 REF. 50 TYP. 0 U U 00000 a00000C4 00000 000000 00000 WIOF I (ILNFR pATTFRN / .III cC l F1 LOUVERS FORMED IN SAME DIRECnON AS RIBS) Appendix D END OF REPORT ACC15001 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 orqualityassurancechangesthroughoutthedurationforwhichthisreportisvalid. This evaluation report does not express nor imply warranty, installation, recommended use, or otherproductattributesthatarenotspecificallyaddressedherein. Florida Building Code Online P o l silo Flonda Product Approvalroval USER:Public user Product Approval Menu > Product or Anoliation Search > Application List Search Criteria Code Version 2014 Application Type ALL Category ALL ALL Application Status Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL FL# Type FL5444-Ril Revision HistorV Page 1 of 1 r t f j t9 Stats & Facts ; Publications j FBC Staff I BCIS Site Map ; Lmks j Search Refine 5444 FL# ALL Product Manufacturer ALL Subcategory ALL Compliance Method Quality Assurance Entity Contract ExpiredALL ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure Status Manufacturer ValidatedB CertainTeed Corporation-RoofingJohn W. Knezevich, PE Approved 954) 772 6224 Category: Roofing Subcategory: Asphalt Shingles *e r _mission if necessary. necessary- Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone- 850 487-1824The State of Florida is an AA/EEO employer. Co ri ht 2007-2013 State of Florida.:: Privacy Statement :: Accessibili_ h' Statement :: Refund Statement hone or by traditional mail. If you have any questions, please contact 850.487,139s. Pursuant to UnderFloridalaw, email addresses are public records. If You do not want your e-mail address released in response to apublic-records request, do not send electronicmailtothisentity. Instead, mntact he office by p Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department recordw- if you ith an email addreto ss i they have one. The email,eparoe Prod mmay be e the used for official f fiwithanmunication with email address which Icannbe made available t hesee. However emailrpublicTodetermineifYouaredalicenseehundersupplya personal address, p Chapter 455, F.S., please click here . Product Approval Accepts: FixcLhecA upcurri nctxic; Page 1 of 2 Florida Building Code Online t ni .:. 71M..`4`:... T Statr & Facts j Publications ; FBC Staff 1 8CL5 Site Map 1 Links Search BCLS Home j Log In ?User Registration ; Hot Topics ; Submit Surcharge Florida USER: 4. product Approval Public Usera product ftorovaiMenu > o dud or. Aoolication Search > Aoolication List > Application Detail u.: , FL # R-5444-Rll Application Type Revision Code Version 2014 Approved Application Status Comments El Archived Product Manufacturer CertainTeed Corporation -Roofing 20 Moores Road Address/Phone/Email Malvern, PA 19355 610) 893-5400 mark.d.harner@saint-gobain.corn Authorized Signature Mark Harrier mark.d.harner@saint-gobain.com Mark D. Harrier Technical Representative 18 Moores Road Address/Phone/Email Malvern, PA 1935S 610) 651-5847 Mark.D.Hamer@saint-gobain.com Quality Assurance Representative Address/Phone/Email Roofing Category Asphalt Shingles Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C2 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report PE-59166 Florida License UL LLC Quality Assurance Entity 03/09/2020 Quality Assurance Contract Expiration Date John W. Knezevich, PE Validated By G Validation Checklist -Hardcopy Received Certificate of Independence FL5444 R11 COI 2017 01 COI Nieminen.odf Year Referenced Standard and Year (of Standard) Standard 2009 ASTM D3161, Class F 2009 ASTM D3462 2008 ASTM D7158, Class H Equivalence of Product Standards Certified By Sections from the Code Florida Building Code Online Product Approval Method Method 1 option D Date Submitted 06/06/2017 Date Validated 06/08/2017 Date Pending FBC Approval 0 6/09/2017 Date Approved 0/ O/2017 Date Revised 09/ 07/2017 Gummary of Products_ FL # Model, Number or Name 5444. 1 CertainTeed Asphalt Roofing Shingles Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Refer to ER Section 5 for Limits of Use Page 2 of 2 Description 3- tab, 4-tab, strip (no -cut-outs), laminated -and architectural asphalt roof shingles Installation Instructions El5444 R11 II 2b17 06 FINAL ER CERTAINTEED Asphalt Shingle FL5444-Ril .,' f Verified By: Robert Nieminen, PE PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL5444R11AE201706 FINAL ER CERTAINTEED Asphalt Shingle FL5444-Rll.pdf Created by Independent I hird Party: Yes Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronicmailtothisentity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to ChapterSection they have on7e.(The Florida tatut d ma be uOctober sed forr 1, 20lcommun aGseeslonewith thensed licensee. Howeveremailddrressesarepubliovidethecrrecord. ment 'ifyou do not wash toff supply a personal address, please provide the Department with an email add e.ss whicha dick hem available to the public. To determine if you are a licensee under apter plea Product Approval Accepts: FMM 0 CredA Card Safe SY x itCLLrli11CRI6 S Irtf/ `ems EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 3532.09.05-R11 FL5444-R10 Date of Issuance: 09/22/2005 Revision 11: 12/08/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 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. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59165, Florida DC4ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 12/09/2016. This does not serve as an electronically signed document Signed, sealed hard copies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinityl ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 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. QOTRRINITYI 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. e 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O08 3. REFERENCES: Entity Examination Reference Date UL(TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 OSNK16778 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) ASTM D3462 IOCA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 IOCA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 IOCA44960 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 FL5444-R10 Revision 11:12/08/2016 Page 2 of 12 I TRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT201", XTT" 25, XTT" 30 and XTT" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia', BelmontT", Carriage House Shangle", Grand Manor Shangle", Landmark*", LandmarkT" IR, Landmark'" Pro, LandmarkTM Premium, LandmarkT" TL, Landmark" Solaris and Landmark' Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate'" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shaker", Presidential Shaker" IR, Presidential Shake TLT" and Presidential SolarisT" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'", Highland SlateTM' and Highland Slater" 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 CrestT", Cedar CrestTM' 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. 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 1507.2.7.3. and R905.2.6.1 to ASTM 133161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones UP to Vasd = 150 mph (V,lt = 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 Vmd = 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 SolarisT"') exceeds the calculated uplift force (FT) at a maximum design wind speed of Vasd = 150 mph (V„It = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1111 Certificate ofAuthorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 3 of 12 6. INSTALLATION: 6.1 6.1.1 6.2 6.2.1 6.2.2 6.3 6.4 6.4.1 Q TRINIlYIERD Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. CT20'"°, XT'" 25, XT'" 30, XT'" 30 IR: ENGLISH 12" 12" 12" 305 mm) --(305 mm) .(305 mm)--i Ld mm) Selant 1 " (25 m5s/a" (145 mm57/2" rwo T METRIC . 131/8" 131/e" —. 131/8" V (25 mm) Sealant 1"(25 mm) 6 Ile" Figure 113. Usefoxrnailsfor—,Yyfull sbingfe. STEEP SLOPE Use four nails and six spots of asphatt roofing cement* for every full shingle (Figure 11-4). Asphalt roofing cement meeting ASTMi D4586 Type If is suggested. I• - Roofing Cement Apply 1 " (25 mm) spots of asphalt roofing cement under each tab corner. Figure 11-4: Usefoxr na* andsce spots ofaspbaUrnnenton steep slopet CAUTION: Excessive use of roofing cement can cause shingles to blister. Hip & Ridge for CT20T", XTT" 25, XT'' 30, XTTM 30 IR: Cut Shingles m }11+ [-2" (50 mm) 25 Remove r i tom,.- II ttl !' it 12., Cap Cap Cap 305 inm) Shingle Shingle Shingle 1 Figure 11-24 Cut tabs, then trim back to ntake rap sbmgfes anglisb dimensions shown). 12'(305mm?` i F o 5—' — 1:25 mm) Sa0`.mml own 65ia ml sn > 3 2 to N°`ypOap Figure 11-25.• Installation of asps along the hips and ridges. 6.4.1.1 ForASTM D3161, Class F performance use BASF "Sonolastic® N131"' adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design,LLC. Certificate ofAuthorization #9503 FBC NON-HVHZ EVALUATION Evaluation Report 3S32.09.05-1111 FL5444-R10 Revision 11: 12/08/2016 Page 4 of 12 TRINITY I ERD 6.5 ARCADIATM LOW AND STANDARD SLOPE STEEP SLOPE Use SIX nails for every full shingle located as shown below. Use SIX nails and FOUR spots of asphalt roofing cement for every full shingle as shown below. Apply asphalt roofing cement 1"(25 mm) from edge of shingle. Asphalt roofing cement meeting ASTM D 4586 Type II is suggested. 1' (25 mm) 1' (25 mm) Nail Line Nail - 1'(25 mm) 1'(25mm)— Nail L'me Figure 2: Use six nails for ei ery full shingle. U0" Figure 3. Use six nails and four spots of asphalt roofing cement on steep slopes. 6.5.1 Hip & Ridge for Arcadia•": Cedar Crest'"', Cedar CrestTM 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 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® NP1 " adhesive or Henkel "PLO, Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line %to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. 12, 305 IT n4 mm) Hand -sealing adhesive 4" 114" 314" -- 1" Dab of asphalt cement between 1„ shingle layers Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R11 Certificate ofAuthorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 5 of 12 TRINITY I ERD 6.6 BELMONTT": 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 f cement 1" (25mm) from edge of shingle- ori ml t See below_ Asphalt roofing cement meeting t 1-1 V(25mm)-- i T ASTtv1 D4586 Type II is suggested. Sw (is mmi 8 fi78' 221 run} 1 + 5IG' (16 rtm) 1•(25mm} RoofingCenw.nt 6.6.1 Hip & Ridge for BelmontT": 6.6.1.1 Option 1: Refer to instructions herein for Cedar Crest", Cedar Crest" IR hip and ridge shingles. 6.6.1.2 Option 2: Shangle° Ridge o Additiansl nails ii required Figure 17-18., Shangle® Ridge. 18Exposure Remove tape . from the right side 1 and fasten T8" SECOND Fasten the left side 85/8- RIGHT FIRST LEFT Figure 17-19. Installation of Sbmrglem Ridge sbingles on bips and ridges. 6. 6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastice NP11" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1111 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 6 of 12 6.7 6.7.1 6.8 CARRIAGE HOUSE SHANGLE® AND GRAND MANOR SHANGLE®: STEEP SLOPE LOW AND STANDARD SLOPE Use fn'e nails for every full Shangle- V. 1.. 25 mm) (25 mm) 5/8" 8518" 16 mm) (220 mm) Figure 17-4• Use ftcv- nails for eaervfidl Grand AlanorSbangle, Carriage House Sbangle; or Centennial Slate V TRINITY ERD Use seven nails and three spots of asphalt roofing cement for every full Grand Manor Shangle. Use five nails and three spots of asphalt roofing cement for every full Carriage House Shangle and Centennial State. Apply asphalt roofing cement 1" (25 mm) from edge of shingle Figure 17-5). Asphalt roofing cement meeting AM, I D45861ype 11 is suggested. 1" -1 25 mm) Figure 17 S: When installing Grand Afanor Sbangles on steep slopes, use seven mails and three spots of aspball roofing cement. Hip & Ridge for Carriage House Shangle° and Grand Manor Shangle: Refer to instructions herein for Shangle° Ridge hip and ridge shingles LANDMARK TM, LANDMARK TM IR, LANDMARK TM PRO, LANDMARK TM PREMIUM, LANDMARK TM TL, LANDMARKTM SOLARIS, LANDMARK TM SOLARIS IR, NORTHGATE: LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 14314" 12" F+—(305 mm) (375 mm)——(305 mm)—{ Release Tape 1" (25 mm)— f 11/2" NailableT . Area LANDMARK TL NorthGate: 131/f' 13" 131/2" 343 mm)— —(330 mm)—+(343 mm)--{ 1-1 " (25 mm) 1" (25 mm)--I F-W M M Figure 13-4. Usefour nails for evo full sbingle, N; $ng wm for low and standard sopes (from 2:1210 21:12) Nal between upper d bwer Ines as sto" above. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1111 Certificate ofAuthorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 7 of 12 STEEP SLOPE Use six nails and four spots of asphalt roofing cement for every full laminated shingle. See below. Asphalt roofing cement should meet ASTAi D45861)* 11. Apply 1" spots of asphalt roofing cement unde each corner and at about 12" to 13" in from each edge. METRIC DIMENSIONS 305 mm) 1 (375 mm) 1"(25 mm) Nail Area For Steep 25 mm) LANDMARK TL 1 13 /2" 13' 131 /2'= 343 mm) (330 mm) (343 mm) i 1+1"(25 mm) I 1 "(25 mm)-l 12" 305 min) 1- j - 25 min) 1'{25mm) VIA M(25 I min; ing Cement NorthGate: STEEP 12" 14-314" SLOPE 1-,-(305 mm)— 375 m NAILING AREA { Nailinbege'J1'(25 mm) na Figure 13-5: Use six nails and four spots of as moftngcement on steep slopes 12' 305 IT 1"(25 mm' 1" 25 mm) Nailing areas for steep slopes (greater than 21:12) and "Storm -Nailing" Nail between lower nal Ines as shown above. 6.8.1 Hip & Ridge for LandmarkT" LandmarkT III, Landmark•" Pro Landmark TM Premium, LandmarkT" TL, Landmark' Solaris Landmark' Solaris IR, NorthGate: 6.8.1.1 Option 1: Shadow Ridge' or NothGate Accessory 12° 9718° 305mm) (250mm) 6° 415/16° 415/16 6"' 150mm) (i50mm) ( 125mm) (125mm) Notch for Centering 12° \ % 5mm) Notches for Alignment to the Top Edge of the Previous T Cap for 5' (125mm) Exposure (1 8on English Dimension Shadow Ridge - Exterior Research and Design,LLC. Certificate ofAuthorization t19503 FBC NON-HVHZ EVALUATION t Notch for Centering 13114" % 7337mm) L Notches forAlignment to 5 the Top Edge of the Previous 7 t8° Captor558°(141mm)Exposure (1mm Metric Dimension Shadow Ridge - Evaluation Report 3532.09.05-R11 FL5444- R10 Revision 11: 12/08/2016 Page 8of12 6.8.1.2 6.8.1.3 9 27PZ no mm} 31116' (125.1t:) Centeri. Notch i31f4' 33Trnro) Plignthese / notches to top 7 y+lr edge of (194 rEr1} previous course NorthGate Ridge l I RINITi'IERD 1-3.{1/8" 1. 6P. — ( Imm) — 168mm) 1 12' 305a") Laying Notch I 68 mm Ce ering 337 mm) Notch Align these notches to tap edge at previous course. Figure 13-20: Use LVIng notches to center shingles on bips and ridges, and to locate The correct exposure For ASTM D3161, Class F performance use BASF "Sonolastic® WlT""" adhesive or Henkel "PL11 Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Option 22: Refer to instructions herein for Cedar Crest", Cedar Crest" IR hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R11 Certificate ofAuthoriration #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 9 of 12 6. I I RINITiIERD 9 PRESIDENTIAL SHAKE TM, PRESIDENTIAL SHAKE'" IR, PRESIDENTIAL SHAKE TLTM, PRESIDENTIAL SOLARIST"": LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use five nails for each full Presidential For steep slopes, use nine nails for each frill Presidential shingle and shingle as shown below. apply 1" diameter spots of asphalt roofing cement under each shingle tab. After applying 5 nails in between the nailing guide lines, apply 4 nails 1" Nailing 40" above tab cutouts malting certain tabs of overlying shingle cover nails Guide Lines (1016 mm) 51/4' 133 mr NOTE: Apply nails on painted 141/4" 362 mm) Figure 16-6 Fi sieningPresiAentiallmdPresidenUal71 Shake shingles on Ache and standard slopes. 1 V diameter asphalt roofing cement Figure 16-7.• FasteningPresidentlal and presidential T/L Shake shingles on steep slopes. 6.9.1 Hip & Ridge for Presidential Shaker`, Presidential Shaker' IR, Presidential Shake TU', Presidential SolarisT" : 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7" from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4" into the deck or completely through the deck. Presidential accessory comes in two different sizes: Accessory produced in Birmingham, AL is 12" x 12"; Portland, OR produces 97/s' x 131/4" accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic° NPI` 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 CrestT1, Cedar CrestTM IR hip and ridge shingles. 6.10 I HATTERASTm: LOW, STANDARD AND STEEP SLOPE: Figure15-3 FasleningllatterrusSbuiglesou Lour and Standard.Vopes For loin and standard slopes, use fire nails for each full Hatteras shingle as shorn above. 1" 1 -j— 1 1" mm) Figure 15-1: fastening &U—Shnk* oar TI-P lopes For steep slopes, use for nails and eight spots of asphalt roofing cement for each full nanew shingle as shorn abore. App4- I- 25mm) diameter spas of roofing cement (ASTM D 4586 Tipe II suggested) under each tab corner. Press shingle into place; do not ecpose cement. CAUTION: Too much roofing cement can cause shingles to blister. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R31 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 10 of 12 6.10.1 Hip & Ridge for Hatteras*": 6.10.1.1 Option 1: Accessory for Hatteras Figure 15-14.• 18 three-piece units separate to make 54 HatterasAx ssory Shin& 6.10.1.2 Option 2: Cut Hatteras Shingles 9'. 230 min) I I I I I 460mm) Cap Cap Cap Cap Shingle Shingle Shingle Shingle I Figure 15-20. Cut Hatteras sbingk to make cover cap. QTRINITY I ERD J Fastis g' 18" (460 tRfi1)` goY 203 min)SA"*25mm11 l`Z40 m Figure 15-21: Installation of caps along hips and rid; n 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1'TM" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLAND SLATETm, HIGHLAND SLATE TM IR: LOW AND STANDARD SLOPE: STEEP SLOPE: Use FIVE nails and EIGHT spots of asphaltrooftng cement* for each aao a porm• iao t full Highland Slate shingle. For Miami -Dade, SIX nails are required. Apply 1' diameter spots of asphalt roofing cement under each tab corner. Asphalt roofing cement meeting ASTM D45s6 Type 11 is suggested. Miami -Dads rxryires six naps ( vo naiis insured over mW WbUl as sbmn} MianfDaderequirec six na,. tt nas irutabd oxrarder ndaAustpxn} Figure 11-3: Use FIVE naffs for emy ITrgbland State sbingk. Figure 113d• Use HVS nails and eight spots ofasphalt roofing cement under each tab corner. CAUTION: Excessive use of roofing cement can cause shingles to blister. 6.11.1 Hip & Ridge for Highland Slate—, Highland Slate'"' IR: Refer to instructions herein for Cedar Crest'"', Cedar Crest'" IR or Shangle Ridge'' hip and ridge shingles. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R31 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 1Z/08/2016 Page 11 of 12 f TRINrryjERD 6.12 PATRIOTT"": LOW AND STANDARD SLOPE STEEP SLOPE Use FOUR nails for every full shingle located as shown below. Use FOUR nails and four spots of asphalt roofing cement for every full sh ngle as shoNim below. Asphalt roofing cement meeting ASTaIM D4586 Type II is suggested. Apple 1'(25 min) spots of asphalt roofing Sealant cement as shown. J CAUTION: Excessive use of roofing cement can cause shingles to blister. 6 t!d ' •-- t' (25 mn) j j t' (25 miny-t 156 mm) 1 IT I r 13 7B' }- 13aB' f - 1 3-4' -j Roofing emmni omm;) (a: -) ' rain) 6.12.1 Hip & Ridge for PatriotT": Refer to instructions herein for Cedar Crest', Cedar Crest"" IR, Shadow Ridge'", NorthGate or Shangle Ridge'" 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 Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 12 of 12 Page 1 of 1 Florida Building Code Online RRM rt rori 1{ttato a r> Florida Product ApprovalroUSER: Public User Application ListProductAoro°ate Menu > Product o_—yAoohation Search > Search Criteria Refinee_._. Search 15216 Code Version 2014 FL# ALL Product Manufacturer ALL ALLApplicationType ALL Subcategory ALLCategory Application Status ALL Compliance MethodEntity Contract Expired AALLL Quality Assurance Entity ALL Quality Assurance Product Model, Number or Name ALL Product Descriptionforuseoutside HVHZ ALL Approved for use in HVHZ ALL Approved ALL Impact Resistant ALL Design Pressure Other ALL Search Results - Applications Valid__ ated $y Status FL# Tyne Manufacturer John W. Knezevich, PE ApprovedInc. FL15216-R2 Revision InterWrap, Roofing (954) 772-6224 Category: Histo Subcategory: Underlayments tie mmission if necessary. 5-117-1821ContactUs :: 2601 81air Stone Road Tallahassee FL 32399 PhonePhone: 8 The State of Florida is an Aq/EC-0 employer. Co ri ht 2007-2013 State of Florida.:: Privacy Statement :: Accessibiliy Refund taten'nt do not d hone or by traditional mail. If you have any questions, Please contact 050.487.1395. *Pursuant toUnderFloridalaw, email addresses acon[ad eoffi byp u do not want your e-mail address released in response le s contact 85 public -records request, electronic mail to this entity 2012, licensees licensed under chapter 455, F.S. must provide the Department with an email address if Section 455.275(1), Statutes, effective October 1, lease provide the Department with an email address which can be made available m the public. To determine if you are a licensee undertheyhaveone. The Floridalorida provided may be used for official communication with the licensee. However email addresses are public record• if you do not wish omalls supply a personal address, P P Chapter 455, F.S., please click here Product Approval Accepts' - Credit • Safe yva"a .t.y 4 curlri ntr;rxic Florida Building Code Online Page 1 of 2 Ems Home Log In ~; User Registration j Hot Topics ; Submit Surcharge Ste ts & Facts; Publications ; FBC staff aCLS Site Map i Links Search Florida u:1P; Product Approval USER: Public User Zi•:s 1R:at3: Product Approval Menu > Product or Aaolication Search > Apoliatfon List > Application Detai FL15216-R2 Application Type Revision Code Version 2014 Approved Application Status Comments Archived Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas@interwraP.com Eduardo Lozano Authorized Signature elozano@interwrap.c0m Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 778) 945-2891 elozano @ i me rwra p. co m Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory U nderlaym ents 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 PE-59166 Florida License Quality Assurance Entity Intertek Testing Services NA, Inc. 1711 2018 Quality Assurance Contract Expiration Date / / Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL15216 R2 COI 2015 of COI Nieminen.odf Referenced Standard and Year (of Standard) Equivalence of Proddct Standards Certified By Sections from the Code 1507.2.3 1507.5.3 1507.8.3 1507.9.3 1507.9.5 T1507.8 Florida Building Code Online Product Approval Method Method 2 Option B Date Submitted 04/28/2015 Date Validated 04129/201SOS/04/2015DatePendingFBCApproval Date Approved 06/23/2015 Date Revised 10/10/2017 Summary of Products Page 2 of 2 FL # Model, Number or Name Description . 15216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Installation InstructionsFL15216R2II201504 FINAL ER INTERWRAP RHINOROOF FL15216- Approved for use in HVHZ: No Approved for use outside HVHZ: Yes R fied By: Robert Nieminen PE-59166ImpactResistant: N/A Created by Independent Third Party: YesDesignPressure: N/A Other: See ER Section 5 for Limits of Use. Evaluation ReportsFL15216R2AE2015 04 FINAL ER INTERWRAP RHINOROOF FL15216- R2.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 AA/EEO employer. Coovright 2307-2013 State of Florida.:: Privacv Statement :: Accessibility Statement :: Refund Statement Is,o a ublic-records request, do not Under Florida law, email addresses are public records. Ifyou dohne oor bwant your e-mall taditonal mail. If you have anyny questisedinons, pleasecontactcontact 850.487.1395. *Pursu ntt o electronic mail to this entity. Instead, contact the office by p Y Section they have one.Theemail, provided may be used for offidali2, licensees communication licensed withthe licensee. ienssee. Hrowever email addresses are public record. If Youdo not wan emailtlsrht ' supply a personal address, please provide the Department with Ch pter 455,mF.S.,vpleasaectirke available to the public To determine if you are a licensee under here - Product Approval Accepts: M W-al ® SkCUI11]" 9tE"Ck[CS' EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Interwrap, Inc. Evaluation Report 140510.02.12-112 32923 Mission Way FL15216-R2 Mission, BC V2V-6E4 Date of Issuance: 02/17/2012 Canada Revision 2: 04/27/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 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 was 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. Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. 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. I TRINITY IERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.2.3, 1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3, 1507.9.3, 1507.9.5 on Heating 1507.2.3, 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination Reference Date ITS (TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinitylERD 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 AH1 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 Underlayment Asphalt Nail -On Tile Foam -On Tile Metal Wood Shakes Slate or Shingles Shingles Simulated Slate 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. Exterior Research and Design, I.I.C. Evaluation Report 140510.02.12-112 Certificate of Authorization #9503 FL15216-R2 Revision 2: 04/27/2015 Page 2 of 3 V I RINITY ERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhinoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single Layer; 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 Layer; 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 140510.02.12-112 Certificate of Authorization #9503 F1.15216-112 Revision 2: 04/27/2015 Page 3 of 3 Florida Buitding Code Online asrp,t9.m"' U a..'"' c Lcrsr1, A 3r tFLON10A 0®Ai11MGflr CP terse Kt'Z1i zy! r .H. '`Q.+'' 1 1°( LBusrness & Professa yaf Regufation or v- Product Approval USER: Public User E Page 1 of 1 i b,tQY1j- RtH f, R9CI[I69F 3 tl9FRtilVf3rCTt' _ _ _ „- Product Approval Menu > Product or Application Search Application List Search Criteria Code Version 2014 ALL FL#k Product Manufacturer Application Type ALL Subcategory Category ALL Compliance Method Application Status Quality Assurance Entity Contract ExpiredQualityAssuranceEntityALL ALL Product DescriptionProductModel, Number or Name Approved for use outside HVHZApprovedforuseinHVHZALL Impact Resistant ALL Design Pressure Other ALL FL# Tvne Ma^nfarturer FFL16568- Revision MILLENNIUM METALS INC. Category: RoofingSubcategory: Roofing Accessories that are an Integral Part of the Roofing System eAn d by DBPR. Approvals by DBPR shall be reviewed and ratified by the Poc and/or the commission if necessary. Refine Search 16568 ALL ALL ALL ALL ALL ALL ALL Validated By status Steven M. Urich, Approved PE 717) 317-8454 0 l ct„ Rpad Tailahassee FL 32399 Phone: 8S0-4B7- 824 Q-' " Statementfi d tat meet The State of Florida is an WEED employer. n07-2013 State of Florida.:: Privacy Sta m nt :: Accessibility :: Rr-- isa to a public -records uest, do notsendeleasedin Under Florida law, email addressesam records. a by phone or byant your e mallbaditionalmail. If youaddress any questions, please contact 850.487.1 95. -pursuant to electronic mail to this entity,licensees Section they have one5(TheFlorida provided rovide the Departmen w m be used for offictalOctober 1, icommun rat licensed the irrnseetHowever email addresses areare public record. f you a not wish t supply a personal addrarnallsess, please provide the Department with an email address Swhich a dbdc he_ardeeavailable to the public To determine if you are a licensee under Cha Product Approval Accepts: na is _ 71curit ii-i"tcic I Page 1 of 2 Product ApprovalorUSER: Public User Product Aooroval Menu > Product or Aooli tlon earCh_ li ation DetailAoolirationlist > Application FL16568-R1 FL # Revision Application Type 2014 Code Version Approved Application Status Comments Archived u Product Manufacturer MILLENNIUM METALS INC. Address/Phone/Email 1333 HAINES STREET EXP JACKSONVILLE, FL 32202 877) 358-7663 tmccogan@aol.com James Buckner Authorized Signature jimmy@cbuckinc.net Tonya Steele Technical Representative 10200 Eastport Road Address/Phone/Email Jacksonville, FL 32218 904) 358-8366 tonyac@mmi2000.net Quality Assurance Representative Address/Phone/Email Roofing Category yS stemRoofingAccessoriesthatareanIntegralPartoftheRoofing Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1-21 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 0912212026Steven M. Urich, PE Validated By9ValidationChecklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL16568R1 COI CertOfIndea.odf N 1709.2 Florida Building Code Online Product Approval Method Method 2 Option B Date Submitted 03/02/2015 ' Date Validated 03/02/2015 Date Pending FBC Approval 03/05/2015 Date Approved 04/15/2015 of Products FL # Model, Number or Name 16568.1 "MMI-2" 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. Page 2 of 2 Description Steel off ridge vent for shingle roofs mechanically attached to Plywood Deck. 4', 61, 8% 10' Nominal Lengths Installation Instructions FL16568 RI II 01 MMI-2 Of RidoeVent-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 RI AE 01 MMI-2 OffRidaeVent-ASTME330- Steel EVALREPORT.odf 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 RS II 02 MMI-2B OffRidaeVent TAS no EVALREPORT.odf Verified By: James L, Buckner, P.E. @ CBUCK, Inc. P.E. 31242 Created by Independent Third Party: Yes Evaluation Reports FI 16568 R1 AE 02 MMI-28, OffRidaeVent-TAS 100 EVA] REPORT.odf Created by Independent Third Party: Yes Back Next contacts :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Flodda is an AA/EEO employer. coovriaht 2007-2013 State of Flodda.:: Privacy Statement :: Acce_Ribility 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 sendelectronicmailmthisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant tohap Section they have one.Theem Florida s provided may be usctive ed forffiicialctober 1, i2, licenseesommunicatilonwwith the licenseetHHowever email addresses are public record. if you do nrovidetheDepartmentwithanlotwish if supply a personal address, please provide the Department with an email addressFs which can be dick made available to the public. To determine if you are a licensee under Chap here . Product Approval Accepts: CrWK Card Safe W y,.a ; ... 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. EgPORTANT NOTE: DO NOT CUT INTO RAFTERS OR TRUSSES. When installing vents on an existing shingle roof remove shingles from the sides and top of the opening. Remove any nails that interfere with installing the vent. This typically includes nails that are to be 3" within the body of the vent. Shingles and existing nails should remain on the bottom slope up to the cut opening. Roof cement is necessary around the perimeter of the underside of the vent to seal it to the underlayment or shingles. The cement should also be installed on the vent completely cover back and side flanges. The cement should be ''/a" thick and should extend 2" onto the underlayment. The lower portion of the vent should already have shingles installed up to the cut opening. The lower portion of the vent should sit on the roof cement. Shingles should be installed on the back and side flanges of the vent. All nail areas should be covered with cement. B. Opening & Positioning The cut opening should be positioned a minimum of 10" from the back flange. This allows a minimum clearance of 2-1/2" from the roof to the top of the vent The vent should be centered horizontally over the opening. Table 1-1 Off Ridge Vent Installation Chart Len th Net Free Area (sn in) Cut Out Size 4' 115 46" x 2-1/2" 6' 175 70" x 2-1/2" 8' 235 94" x 2-1/2" 10, 295 118" x 2-1/2" C. Fastening of the Off Ridge Vent 1) If using detachable baffle, attach the baffle by sliding it onto the lower flange of roof vent. Care should be taken to see it is flush with front flange of vent. Secure as indicated on drawing. 2) Fasten the top, side, and lower flange with a minimum of 1-1/2" ring shank nail 4" on center. The nail should be 1-1/2 inches from the edge of the flange and 1-1/2" from the comers of the vent Nail must be ASTMF1667 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 Alumhwm is only available vifi detachable brfe due to Florida Product Approval. Page 1 i gautp' Specialty CBUCK, Inc. Certificate of Authorization #8064 Strv f xal Englneerinq Evaluation Report MMI-213" 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 Senue flecvonide.l for Ekr"I c5uhmkbl No 31242 LU STAT EOF s'•. FLQRIOP .•` `` SRO N ALE`• r1r!l111 t Digitally signed by: lames L Buckner. P.E 2015. 03.02 10:57:51-05-00' 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 5PEK-Ja l'y 5trLr_ Cm Cngll It." a iy Manufacturer: Millennium Metals, Inc. FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No,: 15-104=MM-2B-0RWER_14 Page 2 of 7 ' CBucK, inc. Certificate of Authorization #8054 Product Name: 11MMI-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-213" Off Ridge Vent with Detachable Baffle Description: Steel or Aluminum off ridge vent for shingle roofs mechanically attached to Plywood Deck. Product Assembly as Refer to Page 4 of this report for product assembly components/materials & Evaluated: standards: 1. Off Ridge Vent 2. Fasteners 3. Roof Cement Support: Type: Wood Deck Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: 15/32 (min.) or greater plywood, or Wood plank (min. specific gravity of 0.42) Slope.: 2 : 12 or Greater FL ##: FL 1656$.1 R1 Date: 2 / 26 / 15 Page Report No.: 3 of 7 MM 28 ORV ER_14. CBUCK Engineer in Speclalty Structural Engineering CBUCK, Inc. Certificate of Authorization gdUb4 Performance Standards: The following test protocols were performed to demonstrate compliance with the intent of the code as this product is not addressed specifically in the code. TAS-100(A)-95 - Wind and Wind Driven Rain Resistance and/or Increased Windspeed Resistance of Soffit Ventilation Strip and Continuous or Intermittent Ventilation System Installed at the Ridge Area. Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 5th Edition (2014), Section 1709.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements of Scope: the Florida Building Code, as related to the scope section to Florida- Product Approval Rule 61G20-3.001. Limitations and Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval'. Option for application outside "Limitations and Conditions of Use" Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. This product has been evaluated to a maximum height of 33 feet. This product shall not be installed on roof slopes less than 2 :12. Refer to applicable building code for ventilation requirements. Design of support system is outside the scope of this report. Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA 1824). FL #: FL 16568.1 R1 Date: 2 / 26 / 15 IMUCK Er° gineerirl Page NoReport4of7 MM 2B ORV ER_14 Specialty Structural Engineering 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: 24" Height: 4-1/2" Lengths: 2' , 4', 6', 8' and 10' Fastener(s): Base Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Annular Ring Shank Roofing Nails Size : 11 gauge x 1-1/2" Corrosion Resistance: Per FBC Section 1506.5 Standard: Per ASTM F 1667 Alternate Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Hex -Head Wood Screw Size : #10 x 1-1/2" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.4 Roof Cement: Type: Asbestos -free asphalt based roof cement w/ SBS rubber Application Size : 1/4" thick minimum Standard: Per ASTM D 3019 Type III and ASTM D 3409 FL #: - FL 16568.1 R1 Date: 2 / 26 / 15 CBUCK Engineerinci Page Report.No.: 5 of 7 MM 26-ORV-ER_14 Speciaifiy CBUCK, Inc. Certificate of Authorization #8064 smict ural Engineering 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 ID: 1527) Report #: D0249.01-450-18, Report Date: 8 / 29 / 13 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee # 423 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CUCK Engineering Page Report No.: 6 of 7 MM 28-ORV-ER_14 SpecicsN StrLm tural Engineering CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI-213" Off Ridge Vent with Detachable Baffle Attached to Wood Deck 4 1/2" T 5-1/2" MMI-2" Steel Off Ridge Profile Drawings 12„ 18-1/4" 3" Side View (Not To Scale) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Higher Slope Back) Typical . Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Detachable Baffle Two piece system that slides Plywood Deck into lower flange of vent and secured with fasteners Lower Slopespaced4O.C. Front) Typical Side View (Not To Scale) FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CB'JCK Engineering Page Report No.: 75of 7 MM-2B ORV-ER_14 Speclalty Structural Engineering Installation Method Millennium Metals, Inc. MMI-213" Off Ridge Vent with Detachable Baffle Attached to Wood Deck 1 1/2" o.c. I 1 1/2° 4" o.c. 4" o.c. Typical, Maximum Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail Base Flange OR 10 min. Wood Screws Top Plan View (Not To Scale) Typical Fastening Pattern) Nominal Lengths 4Ft aoe '• ' 6 Ft. 8 R Ja ao e r10 Ft - y• Detachable Baffle Two piece system that slides into lower flange of vent and secured with fasteners spaced 4" o.c. Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Typical Ridge Vent Assembly Isometric View (Not To Scale) k MEHTALES, INC . 10200 Eastport Road Jacksonville, F132218 877-358-7663 Off Ridge Vent Installation (with or without detachable baffle) A. Preparation To prepare roof for installation it will be necessary to determine how many and what type of vents will be needed for the project. Off Ridge Ventilation should be installed as evenly as possible across the roof section. The roof vent should be installed a minimum of 6" off the peak of the ridge. Cut out sizes are located below in Table 1-1. IlgPORTANT NOTE: DO NOT CUT INTO RAFTERS OR TRUSSES. When installing vents on an existing shingle roof remove shingles from the sides and top of the opening. Remove any nails that interfere with installing the vent. This typically includes nails that are to be 3" within the body of the vent Shingles and existing nails should remain on the bottom slope up to the cut opening. Roof cement is necessary around the perimeter of the underside of the vent to seal it to the underlayment or shingles. The cement should also be installed on the vent completely cover back and side flanges. The cement should be '/a" thick and should extend 2" onto the underlayment The lower portion of the vent should already have shingles installed up to the cut opening. The lower portion of the vent should sit on the roof cement. Shingles should be installed on the back and side flanges of the vent All nail areas should be covered with cement B. Opening & Positioning The cut opening should be positioned a minimum of 10" from the back flange. This allows a minimum clearance of 2-1/2" from the roof to the top of the vent The vent should be centered horizontally over the opening. Table 1-1 Off Ridge Vent Installation Chart Leneth Net Free Area (sg in) Cut Out Size 4° 115 46" x 2-1/2" 6' 175 70" x 2-1/2" 8' 235 94" x 2-1/2" 10, 295 118" x 2-1/2" C. Fastening of the Off Ridge Vent 1) If using detachable baffle, attach the baffle by sliding it onto the lower flange of roof vent. Care should be taken to see it is flush with front flange of vent Secure as indicated on drawing. 2) Fasten the top, side, and lower flange with a minimum of 1-1/2" ring shank nail 4" on center. The nail should be 1-112 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 * A11aalaam is only mailable rvfth detachable baffle rhu to Rarida Produd Approval. Page 1 Florida Building Code Online Page 1 of 1 a Product Approval USER: Public userbd-r* y;ars x Application ListProductAvrovalM?nu > Product or Avylication Search > App Refine Search Search Criteria 17B67 Code Version 2014 FL# ALL Product Manufacturer ALL Application Type ALL Category ALL Subcategory ALL Compliance Method ALL Application Status Quality Assurance Entity Contract Expired ALL Quality Assurance Entity ALL 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 Search Results - Applications Validated By Status FL# Manufacturer Thuy H Huynh roved AppFL17867 Lott's Concrete Products (813) 645-0166 rNCategory: Structural Components Subcategory: Products Introduced as a Result of New Technology e ,. n do .ov nwed and ratified by the POC and/or the Commission if necessary. Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone'850 487-1B24 ' The State of Florida is an WEED employer. Co riht 2007-2013 State of Florida.:: Privacy Statement:: Accessibiit_ N_ Statement :: RefundStatement send questions, please contact 850.487.1395. *Pursuant to Under Floridalaw, email addresses are public records. If you do not want your e-mail address released in response m apublic-records request, do not an electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any q Section electronic ma5(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with o email address if ddre- they have one. The emails provided m thbe e usedfor o icialwitc n emunl.ti. n with the mail address which Ivan be made available icensee. However a'toathe pubic. To detlermie ff you are d2 licensee under supply a personal address, p P Chapter 455, F.S., please dick here . Product Approval Accepts: c,edit Cafd Safe CCCUFIt\' iETRiFS' Florida Building Code Online Page 1 of 2 n f d - ,'. v,,. •, TF ! ;c,"'`1` a-k1S'S. - a L-4yyaN+.aA.f':A . FIN aCIS Home Log In User Registration Hot Topics ; Submit Surcharge Stats & Facts 1 Publications ; FBC Staff BCIS Site Map Links Search Florida rProduct Approvallam. USER: Public User ty Product Aooroval Menu > Product or Aoolication Search > Apolication 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 FL17867-RO New 2014 Approved 0 Lott's Concrete Products P.O. Box 77125 Winter Garden, FL 34777 407) 656-2112 precast98@aol.com John Hoy jhoy@florida-engineer.com Structural Components Products Introduced as a Result of New Technology 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/O1/2023 Validated By Thuy H Huynh 2 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL17867 RO COI Letter of Independence.odf Standard Year ACI318 2011 ACI530 2011 ASTM A416 2006 ASrM A615 2009 Sections from the Code Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 07/03/2015 Date Validated 07/03/2015 Date Pending FBC Approval 07/09/2015 Date Approved 08/20/2015 Date Revised 10/14/2017 summary of Products Page 2 of 2 FL # Model, Number or Name Description 17867.1 Lintel 8" Precast/ Prestressed Lintels Limits of Use Approved for use in HVHZ: No Installation Instructions FL17867 RO II Installation Instructions.odf Approved for use outside HVHZ: Yes Verified By: John Hoy PE SS312 Created by Independent Third Party: YesImpactResistant: N/A Design Pressure: N/A Evaluation Reports FL17867 RO AE Bin Lintel Load Tables.Ddf Other: FI-17867 RO AE Letter of Evaluation.odf F1.17867 RO AE Duality Control Manual.odf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. CopYright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not 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 an email addressFS which can be dirk made available to the public To determine if you are a licensee under Chapter here . Product Approval Accepts: RM W CreiJ4 Card Safe S ClIrltt'ti11 7RiC> pm,O sf AW ing!qeS0BU t 1 a n 5 Today's Ideas — Tomorrow's Results July 2, 2015 LOTT'S CONCRETE PRODUCTS — PRECAST LINTEL INSTALLATION INSTRUCTIONS Preparation 1. Remove any laitance, loose aggregate, and anything that could prevent mortar from bonding with the precast lintel. 2. Remove any loose material from the grout spaces that is deleterious to masonry grout. Erection 1. Erect precast lintels with a nominal 4in bearing for filled lintels and a nominal 6.5in bearing for unfilled lintels. 2. It is recommended that shoring be supplied at mid span for all lintels greater than 14ft in length. All shoring is the responsibility of the general contractor. 3. Construct all concrete masonry above the precast lintel in accordance with ACI 530. Reinforcement Placement 1. Place reinforcement in the bottom of the "U" of the precast lintel as indicated on the construction documents. 2. Place reinforcement within the top of the precast lintel (if no concrete masonry above the lintel) as indicated on the construction documents. Provide minimum concrete coverage in accordance with ACI 315 and secure reinforcement to prevent movement during the grouting process. 3. Place all reinforcement within concrete masonry in accordance with ACI 530 and the construction documents. Grout Placement 1. Place concrete masonry grout in accordance with ACI 530. Florida Engineering Solutions, Inc. — CA No. 26300 — (Mail): PO Box 1238 (Physical): 12620 Curley St. — Ste 105 San Antonio, FL 33576 — Ph: 3521588 — 5311 Fx: 3521588 — 5411 Web: www.florida-en.gineer.com CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 17-3697 Documented Construction Value: $ 4,670.00 Historic District: Y ] es No Parcel ID: Residential IN Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: Plumbing New Residential Construction Plan Review Contact Person: Khrissy or Jamie Title: Clerical Phone: 407-323-7515 Fax: 407-323-8954 Email: infnnan_nrl,,.i, Name Street: Ryan Homes City, State Zip: Property Owner Information Phone: Resident of property?: NO Contractor Information Name Advantage Plumbing, Inc. Phone: 407-323-7515 Street: PO Box 1117 Fax: 407-323-8954 City, State Zip: Sanford, FL 32772 State License No.: CF-0057881 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. commenced prior to the issuance of a permit and that all work will be performed to meet standards of allApplicationisherebymadetoobtainapermittodotheworkandinstallationsasindicated. I certify that no work or installation has laws regulating constructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Pennit Application a. 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 will be done in compliance with all applicable laws regulating construction and zoning. Signat mofOwner/Agent Date iin l __, w ... __ Print OwnerlAgrat's Name ` Signatur .fN ttary-State of Florida Date— Owner/Agent is __ Personally Known to Me or Produced ID Type of ID r/ -- s_. zrzvla Signature of Contractor/Agent Date A. Thomas Smith Print Contractor/Agent'sName J i } le gaa. i re of , otary state of FlondB Date V,,dith L WattaclteSmith NOTARY PUBLIC y STATE OF FLORIDA J Conv O GG136M Expires 8121/2021 Contra gent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: BuildingEl 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: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING. Revised: June 30, 2015 Permit Application Jr CITY OF SANFORD g+' BUILDING & FIRE PREVENTION PERMIT APPLICATION f Application No: Documented Construction Value: $'`ot(' Job Address: 31 5 (D Y7'.,.1 (', 0 () 1 () 2 -- Historic District: Yes No)( Parcel ID: Residentiato Commercial L I Type of Work: Newo Addition Alteration Repair Demo Change of Use P Move P J i i 1 { Description of Warki 5 - o . t •' l(AC: lrJ ''wkc,:l= ti a = Plan Review Contact Person: Phone: 401'-`a OOl Namefa (lam Street: q 45 ; City, State Zip . : Name Street: rS Gl City, State Zip: +t Name: Street: City, St, Zip: Bonding Company: Address: Title: Email: ff-r, (ern Property Owner Infonmation } Phone: Resident of property? rmation Phone..4 Fax: J3p- State License No.: Architect/Engineer Information Phone: Fax: E-mail:: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING 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 RECO-RDING 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 worlt, 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-zs of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 1 Permit Application rA 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 exesed 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 at work will be done in compliance with all applicable, laws regulating construction and zo g. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Signature of Contractor/Agent Name CHERYL D AKERS MY COMMISSION # FF998962 EXPIRES June 05, 2020 Owner/Agent is Personally Known to Me or Contractor/Agent is _Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: UTILITIES: ENGINEERING: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application STATEWIDE 1-888-831-2665 Ryan Homes 4307 Vineland Road, Suite H-20 Orlando, FL 32811 State Cert CAC032448 17LMELAIR HEATING a AIR CCNDITIDNINIn JOB NAME: Standard Series -Revised Phone: 407-692-9828 Revised Date: 03/20/17 Page 1 of 4 We propose the necessary labor and material to install heating, air conditioning and ventilation for the above plan. Design Criteria: R-38 - Vented Under Attic R-19 - Vented Knee Wall R-4.1 - Block Walls R-13 - Frame Wood, Adjacent R-13 - Frame Wood, Exterior Windows -Low E Double Pane - U-Value .54 - SHGC Water Heater - 50 Gallon Electric Duct Leakage Test Required 31 ; U-Value .62 - SHGC .25 Eff: 0.95 RYAN HOMES .STANDARD;SERTES.~ PLAN''' TONNAGE SI_ER FANS ` uTOTAL'' G '' AMELIA TH (ISLAND PALM TOWNHOMES) 2.5 15.0 4 4,798.00 BISCAYNE BAY 3.0 / 1.5 15.0 4 7,945.00 BISCAYNE BAY OPT GUEST SUITE 3.5 / 1.5 15.0 5 8274.00 BISCAYNE BAY OPT STUDY 3.5 / 1.5 15.0 4 8 235:00 BISCAYNE TH (ISLAND PALM TOWNHOMES) 2.5 15.0 4 4,867.00 BONITA SPRINGS VERSION 2 3.5 15.0 3 4,196.00 BONITA SPRINGS VERSION 2 OPT BONUS 3.5 15.0 3 6,527.00 BONITA SPRINGS VERSION 2 OPT SITTING RM 3.5 15.0 3 4,262.00 CORAL SPRINGS 3.0 15.0 3 4 545.00 CYPRESS GARDENm 4.0 15.0 4 5,542.00 DORA 3.0 1=5.0 DORAL OPT BDRM 4 3.0 15.0 4 5,021.00 ESTERO BAY 2.0 / 2.5 15.0 4 7,483.00 ESTERO BAY OPT 1 ST FL BDRM 2.5/2.5 15.0 4 7,378.00 ESTERO BAY OPT BDRM 5 2.0 / 2.5 15.0 4 7,454.00 ESTERO BAY OPT HOME OFFICE 2.5/2.5 15.0 4 7 439.00 ESTERO BAY OPT STUDY 2.0 / 2.5 15.0 4 7,318.00 JASMINE COVE VERSION 1 2.5 15.0 12 4,368.00 11-34=97 3 -7 S Cp C --ot&, f tom n i DESCRIPTION AS FURNISHED: Lot 86, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. BOUNDARY FOR / CERTIFIED TO: Rosie Jimenez; NVR Inc. dbo Ryan Homes; Stewart Title Guaranty Company; NVR Settlement Services, Inc.; NVRM LOT 76 S 00019'09" E RECNO 1 D. I R 40. 00' 42. 80' 42.80' 52. 80' LOT 86 3. 5'x3.5' 14, 0' AC PAD [- COV'D. o CONC. o t 5. 00' 30. 0' O LOT 87 O TWO STORY M RESIDENCE o F. F.= 30.84Cl v 5. 00, COV'D. r 8. 7' n O 21.3' 16' BRICK BRICK WALK DR. 25.20' 25.20" REC. 5/ 8" I.R. NO I. D. 5.00' 5.00' :: 5.00' LOT 85 FF 0. 1 ' 10' UTIL ESMT 0,1 ' O yet 222. 92' OFF 9 PC REC 5/ 8" I.R. NO I. D. 5' CONC. WALK REC. 5/ 8" I.R. NO 1. D. B.B.) S 00019'09" E 40. 00' CRAWLEY DOWN LOOP s1 (50 PRIVATE R/W) G O 0,i6 PROPOSED = FINSHED SPOT GRADE ELEVATIONS FRONT = 25' PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAP, = 20' PROPOSED DRAINAGE FLOW t Q) IMPERVIOUS COVERAGE = 1,8361 SQUARE FEET OR 38.29 SIDE = 5' FOR 40' LOTS TYPE A LOTCONTAINS SQUARE FEET LOT GRADING Q y LINGAREA CONTAINS 1,141SQUARE FEET SIDE = 10' FOR 75' LOTS PROPOSED FINISH FLOOR PER PLANS = 30.8 QQ FEET SIDE STREET = 25' CONC LANAI PORCH CONTAINS622tSQUARECRUSE'YVWYER-,LS'COTT ASSOC, INC. - LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, 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.C. •POINT OF REVERSE CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACRCE SET FORTH BY THE FLORIDA BOARD OF I.R, IRON ROD P.C.C. POINT OF COMPOUND CURVATURE PROFESSIONAL SURVF,'YORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES C.M. • CONCRETE MONUMENT RAD. • RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VAUD. SET I.R. • 1/ 2' I.R. w/MLB 4596 N.R. NON -RADIAL W.P. • WITNESS POINT 3. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS REC. RECOVERED P.D.H. = POINT Of BEGINNING CALL. = CALCULATED P.O.C. •POINT OF COMMENCEMENT PAR PERMANENT REFERENCE MONUMENT OR EASEMENTS THAT AFFECT THIS PROPERT:'. 4. NO UNCERGROUND IkLPROVEMEN : HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. CENTERLINE IF. 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 ENDTY. NAIL t DISK BSI, BUILDING SETBACK LINE B. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. R/ R/W •RIGHT- OF-WAY HB. • HASEBE HBEARING ESMT. • EASEMENT 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) DRAIN. •DRAINAGE 8. ELEVATIONS, IF SHOWN, ARE G4ED ON MA71ONAL .G ODE71C VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. UTIL, UTILITY CLFC. CHAIN LINK FENCE 9. CERTIFICATE OF AUIHORiZAT10H No. 4596, WDFC. VDO FENCE C/ B CONCRETE BLOCK SCALE F-- i" = 20"-1 DRAWN BY: MLT ' p,C. POINT OF CURVATURE P.T. • POINT OF TANGENCY CERTIFIED BY: DATE ORDER No. DESC. DESCRIPTION R = RADIUS PLOT PLAN 09-29-2017 4200-17 L • ARC LENGTH REVISED PLOT PLAN (MOVED AC) 12-19-17 D , DELTA C = CHORDFORMBOARDFOUNDATION/ ELEVS. 02-12-18 829-18 C.D. CHORD BEARING NORTH FINAL/ELEVS. 05- 16-18 2828- 18 THIS BUILOING/PROPERTY DOES NOT UE WITHIN -- ------ '----+----------- THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER IA FIRM" TO GRUSEN EVER, R.L.S. 1 4714 ZONE 'X" MAP / 12117CO09OF ( 09-28-07) JAMES W. SCO R. L.S 4801 Job Address: 1 Parcel ID: .1 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ n Historic District: Yes ElNo Residential tJ Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: , d i,. -9[Y1 () Il r, n Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Title: Name ii Phone: ` o _ bq2 _ () Street: l n'j Q hCJ 2(-Ji 4 H -)jC Resident of property? • P P rty '— City, State. Zip: f1 } ( 3 J, l contractor Information Name (Yi X' t t .ice Phone: t Street: U 11 Fax: - `'f q J City, State Zip: l State License No.: Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date:.5" Edition (2014) Florida Building Code Revised: June 30, 2015 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 owncr/Agent Print Owner/Agem`s Name Date Signature of Notary -State of Florida Date Owner/Agent.is Personally Known to Me or Produced ID Type of ID Permits Required: Building Construction Type: Total Sq Ft of Bldg: I g gnature otContractor/Agent Date t ontractor/Agent's Name ry(iignatureN of Florida Date p}tYP BI PAMELASTERNUS Commission # GG 110622 ExpN 1FVF f° At Sol" tThru puopl Noury ssn os Contractor/Agent isy".— Personally Known to Me or Produced ID Type of ID Electrical Mechanical 'Plumbing Gas Roof Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps. Flood Zone: of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: Re0sed: June 30, 2015 Pemnit Application IL V Certificate of Compliance for Termite Protection as required by Florida Building Code Section 1816) This property was treated by Massey Services, Inc 800-432-1820 Address of treated property Treatment Date Product Name Concentration % The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Se.-ir;,.oc MS-153 Authorized Signature Rev. 03/15 En Olo a Leakage Test Report t (Blower Door Test) c tit R402.4.1.2 Compliance jurisdiction: ( 09 1500 Permit #: I-7_ - Job, Information Builder: f' nt cs- Community: . n 5 i Address: Al4 li, ` L,,c> d ra Unit: City: An State: Zip: 3 7 73 Al r L``eakage Test Results Passing results must be 7 ACH(50) or less iY Method for calculating building<voliame: j 031 1( U3 = 3 g x60 _ t i: Retrieved from architectural plans CFM( 50) Building Volume ACH(50), Code software calculated PASS FAIL Q` Field measured and'calculated tester initials If ACH(50) is less than 3: A ventilation system is installed in the home and has been verified by tester. (Required) Certification of Test Results: R402. 4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure or 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553. 993(5) or (7), F.S. or individuals licensed as set forth in Section 489.105(3)(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. 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: — Signature of Tester: Printed Name of Tester: /C QC s i' e, License/ Certification #: 5116 v Issuing Authority: RESNET