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2311 Kelmscott Ct 18-1375; NEW SFH
COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100001 BUILDING APPLICATION #: 18-10000197 BUILDING PERMIT NUMBER: 18-10000197 DATE: March 05, 2018 UNIT ADDRESS: KELMSCOTT COURT 2311 17-20-31-5VC-0000-0720 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: 2 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: 2311 KELMSCOTT COURT / 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 SingleCFamily Housing .00 1.000 dwl unit .00FIREESUEN/A LIBRARY CO -WIDE ORD . 00 Single Family Housing 54.00 1.000 dwl unit 54.00SCHQOLSCO -WIDE ORD PARKSN Single Family Housing 5,000.00 1.000 dwl unit 5,000.00 A LAW ENFORCE N/A . 00 DRAINAGE N/A . 00 AMOUNT DUE 5,759,0000 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE l CITY OF SANFORD 0WCb1W6& FIRE PREVENTION PERMIT APPLICATION Application No. Documented C6Wl IIdv*I 'P nt • t•"a Job Address: 2311 Kelmscott Court Historic District: Yes No 0 Parcel ID: 17-20-31-5VC-0000-0720 Residential 0 Commercial Type of Work: New E Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Title: Production Admin Phone: 407- 692-9831 Fax: Email: trmcdona@nvrinc.com Property Owner Information Name NVR INC, db_a Ryan Homes Phone: 407-692-9831 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. t 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 ]CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and -zoning. f 3/5/2018`" -- 3/5/2018 Signat'r f er/Arent Date Si gnat f 'ontr Agent Date Tracy McDonald Tracy cDonald Print Owner/Agent's Name Print Contractor/Agent's Name 3/5/2018 3/5/2018 Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date itj tdA Yy`,: Owner/Agent is X Personally Known to Me or Contractor/Agent is X Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: BuildingrUln Electrical L Mechanical o Plumbing Gas Roof Construction Type: Occupancy Use: 95 Flood Zone: 'K - 6 c Total Sq Ft of Bldg: Min. Occupancy Load: 1,4 # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No L` # of Heads APPROVALS: ZONING: UTILITIES: COMMENTS: ENGINEERING: }j'C ' ` FIRE: ok to consT Iwithsetbacksandimperviousarea shown on plan. ;eAV, O` o 1- a , - Fire Alarm Permit: Yes No R WASTE WATER: BUILDING: t l Revised: June 30, 2015 Permit Application 0 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Y / 3 7AApplicationNo: Documented Construction Value: $ 89,030 Job Address: 2311 Kelmscott Court Historic District: Yes No EA Parcel ID: 17-20-31-5VC-0000-0720 Residential QX Commercial[F] Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Title: Production Admin Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com Property Owner Information Name NVR INC. dba Ryan Homes Phone: Street: 4307 Vineland Rd #H20 City, State Zip: Orlando FL 32811 407-692-9831 Resident of property? : 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.: Architect/Engineer Information Name: AB Design Street: 1441 N Ronald Reagan Blvd City, St, Zip: Longwood FL Bonding Company: Address: N/A CBC1257565 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: 51h 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 a d honing. ge 3/5/2018 3/5/2018 Signat f er/AOent Date Signa f ontrct Agent Date Tracy McDonald Tracy cDonald Print Owner/Agent's Name Print Contractor/Agent's Name 3/5/2018 3/5/2018 Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date MEAGAN LYNNE FOWLER a o gar rue, MEAGAN LYNNE FO'V&ER x , MY COMMISSION GG 063253 < E MY COMMISSION # GG 063253 EXPIRES: January 17. 2021!§N EXPIRES: January 17, 2021EindedTntiBudgetNotaryServices ` Or ended firu Budget Notary Services Owner/Agent is x Personally Known to Me or Contractor/Agent is _ x Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: ` WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date:: Kensington ReserveProjectName: Project Address: 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. d. 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 If Owne /Ten Signature of er/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Rev. 02/10/15) Robert Lattanzi - Ryan Homes Print Nam o en. 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 ECO003096 _ El. Contractor License # Progress Energy Florida Power and Light on rr1 t t tIIIi illll 11111 illl fill THIS INSTRUMENT PREPARED BY: Name: NVR Inc. dba Ryan Homes Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 NOTICE OF COMMENCEMENT CilW'Uff M)LOYr Sf 1111,10t.: COIJI`aI t 7:T CiilJi';T t, C0l`1PTF:0LL.ER CLERK'S r 201305664.2 F:E:C;OF.DFD L:`t` Permit Number: 18-1375 Parcel ID Number: 17-20-31-5VC-0000-0720 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 # 72 of Kensington Reserve 2311 Kelmscott Court 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of Single Family Home Residential 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMEN T: 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: Amount of Bond: 6. LENDER: Name: Address: Phone Number: 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. SignatunVf Owner or Lessee. or Owners or Lessee's Authorized Officer/Director/Partner/Manager) State of Florida County of Dayna Whitson Assistant Secretary Print Name and Provide Signatory's Tide/Office) The foregoing instrument was acknowledged before me this day of / .20 18 by Dayna Whitson Who is personally kn w to me O(OR Name of person making statement who has produced identification Q type of identification produced: TRACY LEIGH MCDONALD Y = PolY COMMISSiQN tf FF925012 / 71EXPIRESOctober06. 26%i t r ;0 t,+ / ' ° t ';..;s 407f 398 0153 FtoridallotarySnrvice coir CL6 i,k ` 7? Notary signature hr ` 1-171 g, i REQUIRED INSPECTION SEQUENCE RYAN HOMES SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Prepour 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Resid nce Address: ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final REVISED: June 2014 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Tracy McDonald Firm: NVR, Inc. Address: 4307 Vineland Road #H20 City: Orlando State: FL Zip Code: 32811 Phone: 407.692.9831 Fax: 407.692.9821 Email: trmcdonapnvrinc.com Property Address: 2311 KelmscottCourt Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-0720 Phone Number: 407.692.9820 Email: trmcdonaCa)nvrinc.com The reason for the flood plain determination is: FEW New structure F1 Existing Structure (pre-2007 FIRM adoption) Expansion/Addition E] Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number- 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: F-1 The parcel is in the: F-1floodplain Elfloodway A portion of the parcel is in the: El floodplain [::] floodway FE-1 The parcel is not in the: 01floodplain ofloodway EJ The structure is in the: 0 floodplain El floodway El The structure is not in the: E] floodplain E] floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-1375 Reviewed by: Michael Cash, CFM Date: March 28, 2018 1 r 1 Application for Paved Driveway, Sidewalk or WalkwayVIncluding Right -of -Way Use & J J Y 1877- Landscaping in Right -of -Way www.santordfl.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a' driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the rna..arrsbelow, size and location of the existing right—of-way and use shall be provided or application could be delayed. Callusroreyoaaq 1, Project Location/Address: 2311 Kelmscott Court, Sanford, FL 32773 2. Proposed Activity: Z Driveway Walkway Other: 3. Schedule of Work: Start Date Completion Date Emergency Repajrs 4. Brief Description of Work: Construction of New Single Family Home This application is subMi ed by: Ply Owner Signature: Address: 4307 Vin Rd #H-20 Orlando, FL 32811 Phone: (407) 692-9831 Fax: Print Name: Tracy McDonald Email: trmcdona@nvrinc.com Date: 03/05/2018 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 rea)iti ir}d undbrstand the above statement and by signing this application I agree to its terms. Signature:Date: 03/05/2018 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. Pre -pour Inspection by: Date: Application No: _ Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Date: Date: Date: Date: NovemDer lu1 b ROW Use D iveway.pdf F 5/201'N SCPA Parcel View: 17-20-31-5VC-0000-0720 Property Regord Card Parcel: 17-20-31-5VC-0000-0720 cXrA Property Address: 2311 KELMSCOTT CT SANFORD, FL 32773 Parcel Information Parcel 17-20-31-5VC-0000-0720 Owner BRISSON WEST PROJECT I LLC Property Address 2311 KELMSCOTT CT SANFORD, FL 32773 Mailing 3601 RIGBY RD SUITE 300 MIAMISBURG, OH 45342-5038 Subdivision Name KEN IN T N RESERVE Tax District S1-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions Legal Description LOT 72 KENSINGTON RESERVE PB 81 PGS 86-92 Taxes Taxing Authority Assessment Value Value Summary 2018 Working 2017 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) $45.000 $14,000 Land Value Ag Just/Market Value "" $45,000 $14,000 Portability Adj Save Our Homes Adj $0 $0 Amendment 1 Adj $0 $0 P&G Adj $0 $0 Assessed Value $45,000 $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 Taxable Value County General Fund 45,000 0 45,000 Schools 45,000 0 45,000 City Sanford 45.000 0 45,000 SJWM(Saint Johns Water Management) 45,000 0 45,000 County Bonds 45,000 0 45,000 Sales Description Date Book Page Amount Qualified Vac/Imp No Sales Fi,nd CN- ;qaa1W'k, S,, s Land Method Frontage Depth Units Units Price Land Value LOT 0.00 0.00 1 45,000.00 45,000 Building Information Permits Permit # Description Agency Amount CO Date Permit Date http:// parceldetail.scpafl.org/ParceiDetaillnfo.aspx?PID=l 720315VC00000720 1 /2 5/2011% Extra Features Description Year Built SCPA Parcel View: 17-20-31-5VC-0000-0720 No Permits Units No Extra Features Value New Cost http://parceidetail.scpafl.org/PareelDetaiIInfo.aspx?PID=1720315VC00000720 2/2 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: t-S' l' i ?, I hereby name and appoint: Tracy McDonald 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): 0 The specific permit and aplication for work located at: 7 I K-- ( "- '-' <- I - '-' + r,^ t'- , I- .'. S, Street Expiration Date for This Limited Power of Attorney: May 20,2018 License Holder Name: Robert Lattanzi State License Number: Signature of License fl STATE OF FLORIDA COUNTY OF Orange The -foregoing instrument was acknowledged before me this 1--5 day of vv-' 200 1 by Robert Lattanzi who is or © who has produced identification and who did (did not) take an oath. Notary Seal) I Rev. 08.12) Signature N EA AtJ F0 IN L-e K Print or type name Notary Public - State of Commission No. My Commission Expires: as ARCHITECT i SQ.FT. CALC.'S IST FLR. LIVING 504 5Q FT. 2ND FLR LiYiNG 1265 SQ. Fr. TOTAL LIVING 2,165 $a pt ENTRY 40 5Q Ff. GARAGE 445 SQ FT. TOTAL 2058 Sa FT. PATIO 24 5Q FT. OOMP04194T NO OLACOM WM LOADS SAM VM EWMM FOR E $80M CUM CALL • O 201! f WH VA o uC m FAITA03DAMM t 14Y 161-0 X 1'-m' OFK D IV 84' 5 2480/-3016 2 24 3OW DR 36' W. 4 21.15/-3605 3A 11 25-W 3V 63' 4 28.AW-30-% 3B n 25-S4 38' 63, 5 28A5/-31A6 3 64 6" sw 14' 5 2631/-3330 4 64 bm8m aw 14' 5 2631/-3330 WIND DESIGN CRITERIA A. BASK ONO 5PEED Mt W (3 5ECCND G3.15T) VULT-150 / VASD-fib HP4.4 B. INTERNAL PRESSURE COEFFICENT.. 18 C. RISK CATEGORY.TYPE It D. EXPOSURE CATEGORY C NOTE: VALUES FOR CCHPONENTS 4 CLADDING PRESBIfRE ARE BASED ON TFE Wlt DESIGN WND SPEED. POOR, 6T44 ED. (20R) ALLOWS T ESE PRESSURES TO BE MULTIPLIED BY 0fr TO HEFT TFE ALLOWABLE OR NOMNAL TESTED VALUES USED BY PPWDUCT MANFAMFIERB. 3 V2' I I l— rtF x—. a t Rear® fYor- 04 A CABINET SECTION n ( CRAP TO ice'-V AM ( WAP TOO T-8 AFF. N COI.tIYfCO F -- -------------- Box BEAM To nary I I BEAt( TO nATCN 76' LANAI O' COl1Mt CO ( I I I T-v CIA I I I II a+l I I fi'-4' , _=5'_a. 3`-8' I ( a• 9 I I I ROL*I4•N FOR RtIME I I I SfM I II II I I 6mem ow 6m8m sw 0 3B I I B ? GREAT ROOM e! (- B0 e 28'-4'x5'-0' { ' ini i I Y-4'Ctfi s: ( sflj a 4'-b' 5'-2' 1 ?'-0' 5'-b' 5'-10' isg i)fG 36 X6 POST A FC76T j f T 4-614 FED SWp r,= _ a Tit 3 Sw sEnCHE Ot T 4; i No ROOM CL^ T T T-C d.L. T F=====9 T I OFr FOYER 1 STUD 1'CT, nWAwE TO EKTBWR I I v 2 CAR GARAGE T•r aA I I i LINE OF 2ND FLOOR AB01 w'-o' X T-0' of w vlow 1. FIRST FLOOR PLAN SCALE: 114 . I'-0' ELEVATION 'B' 0 Design Grou E. 1441 N. RONALD REAGAN 8LVD, LONG WOOD, FL 32750 PH : 407-774-6078 WKUk 407-714 078eDdevg(ngroup,com AA:t 0003325 of SUBDrv. & I.oT KENSINGTON RESERVE CAT 72) MODELt LARGO VERSION#01) PROJECT#: 1180.ORL PAGE: FLOOR PLAN DATE: 1/31/7 8CAL.E: 1/4"=1' —0" Site= 3 OF 9 A R C N I T E C T E O0kFON FT MD CLAMM TM LOADSttM10 MD EPOMM FM 3 MOM OAST! CJL-# ooT MAX IIIIM 201E 11D Y41 Nld ROB10wm7m I 5 E - S4 36' 61' 5 28b5/-31D5 W 5 36' bl' 4 IBb5/-3114 EGFL-66 Ef 5 3M-S 1. 61' 5 28b5/-318.5 2 5 3MI-94 T ' 36' 6P 5 28b5/-3TB6 3 5 M- 36' 61' 4 28b5/-3U4 4 5 36' 61' 5 28b5/-31E5 4A 5 EME56 1. 61' 4 2"5/-3U4 5 36' 4V 5 25.08/-38.10 6 5 36' V 4 2885/.3114 WIND DESIGN CRITERIA A. BASIC WIND SPEED MP'N (3 5ECCND GUST) V:LT=150 / VASD=1'b MPc: B. INTERNAL PRESSLIFRE C0E4FICEW— !8 C. RISK CATEGORY-T it D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDMG PRESSURE ARE BASED CK THE Wit DESIGN WIND SPEED. FBCR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLED BY 0,6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MAMVACTUIRERB. l PFSOR TO DR191nLL INSTALLATION ON ALL FRN'RYs I'8'BBffi T'-d FR71'( TSE FNW41 FLOOR WLL BE SPRAYED APD TREATED IW BORATE' A TM"M TREATED SFRAY I 3/4' TAG BUB FLOOR GLUED t SCREJED PER NAILMG SCUEDLL.E PRE-ETYa, RR TRU66E6 PER TRIM PLAN 2/ LAYERS OF 3/4' PLYWOOD OR (21 LAYERS OF 3/4' 61." FLOOR MATERIAL RIPE FOR SOLID IIALL.BY.. 6EO RE 2xU2 ISTRIN31M TO SOLID NAILMG UV t2d NAIL6 TO BE MAULED FROM BACKSIDE 101 STAQt DATA: 17 FUS" 18 TREADS 010' +1* NOSING hl rt•2•t,. 0'-8 3/4' 2ND. 1FtN. FLR 9'- 4'- BlYs. t4T. 42' WIGW I WALL FOYER ( 3) 2x12 6TP STRMGEM EEC AM 4V 12d " L6 • 6'-V OL. 2x2 S.YP. TREAD 2, 4 RE-tN 0FIr- S • EA 2xI2 STRW. M acKPLATE 2xt2 6TR* C TO 64T ON LANDMG DEYQO) 3/ 4' TKS " FLOOR CLUED 4 NAILED DBL. 2xi LEDGER 6ECURED TO BLOOD UY 3/I6' TAP CONE MK t 1/4' EMS. 24' OC- 6TAC.WMW 2xr c.vor+r. 0'-0' FX PLR 2. 4 P.T. PLATE SECURE W/ I" CUT NAIL6 W' OC- MAX J AIR SECTION: OPT. 9' —4" BRG. HT. 1/ 2 . 1'-0' SECOND FLOOR PLAN SCALE: 1/4 . I'-0' ELEVATION W I Design Grou . 2. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FA 407"77-078 ww,. stawAxvoaa.wm AA r 00033zs uuemi 8 96 m E O EFuBwv. & TOT KENSINGTON RESERVE LOT 72) MODELe LARGO VERSION# 01) PROJECT#: 1180. 0 RL PAGE: SECOND FLOOR PLAN Nb DATE: 1 /31 /18 SPIFFY 4 or 9 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot72 Kensington Reserve Larg oBG RW Builder Name: RYAN HOMES Street: 2311 KELMSCOTT COURT Permit Office: SANFORD City, State, Zip: SANFORD, FL, 32773 Permit Number: #1 8 3 75 Owner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (2524.0 scift.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13,0 1208.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 966.00 ft2 3. Number of units, if multiple family I c. Frame - Wood, Adjacent R=13.0 350.00 ft2 4. Number of Bedrooms 4 d, N/A R= ft2 5. Is this a worst case? No 10, Ceiling Types (1301.0 sqft,) Insulation Area a. Under Attic (Vented) R=38,0 1301.00 ft2 6. Conditioned floor area above grade (ft2) 2154 b, N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(206.4 sqft,) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 430,8 a. U-Factor: Dbl, U=0.35 166.38 W SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.62 40.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.29 a. Central Unit 34.8 SEER:15,00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 32.6 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 4.507 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems 8. Floor Types (1301.0 sqft,) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 904.00 ft2 b. Conservation features EF: 0.950 b. Floor over Garage R=1 1,0 397.00 ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0,096 Total Proposed Modified Loads: 63.32 PASSTotalBaselineLoads: 63.84 1 hereby certify that the plans and sp cifications covered by Review of the plans and I-10 sp this calculation are in compliance theFlorida Energy specifications covered by this 0 V Code. calculation indicates compliance with the Florida Energy Code. F. /flit PREPARED BY: Before construction is completed DATE: Scott Prqtt this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Cod WE OWNER/AGENT:. BUILDING OFFICIAL: DATE: __ 210018 DATE: Compliance requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 6.60 ACHISO (R402.4.1.2). 2/7/2018 2:37 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot72 Kensington ReserveLarg User 1 RYAN HOMES SANFORD 691500 Single-family New (From Plans) Bedrooms: 4 Conditioned Area: 2154 Total Stories: 2 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/Subdivision: PlatBook: Street: County: City, State, Zip: Street Address 72 KENSINGTON RESE 2311 KELMSCOTT CO Seminole SANFORD , FL, 32773 CLIMATE V Design Location TMY Site Design Temp 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Block1 2154 18309 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2154 18309 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage Main 2 Slab -On -Grade Edge Insulatio Main 103.5 ft 397 ft2 904 ft2 11 0.16 0 0.84 0.39 0 0.61 ROOF Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Gable or Shed Composition shingles 1371 ft2 216 ft2 Medium 0.85 N 0.85 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1301 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 38 Blown 1301 ft2 0.11 Wood 2/7/2018 2:37 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Adjacent aLTypeR-ValueSpaceCavity Width Ft In Height Ft In Ar Sheathing Framing Solar Below 1 S Exterior Frame - Wood Main 13 45 6 8 0 364.0 ft2 0 0.23 0.6 0 2 S Exterior Concrete Block - Int Insul Main 4.1 27 0 9 4 252.0 ft2 0 0 0.6 0 3 W Exterior Frame - Wood Main 13 30 0 8 0 240.0 ft2 0 0.23 0.6 0 4 W Exterior Concrete Block - Int Insul Main 4.1 8 6 9 4 79.3 ft2 0 0 0.6 0 5 N Exterior Frame - Wood Main 13 45 6 8 0 364.0 ft2 0 0.23 0.6 0 6 N Exterior Concrete Block - Int Insul Main 4.1 38 0 9 4 354.7 ft2 0 0 0.6 0 7 E Exterior Frame - Wood Main 13 30 0 8 0 240.0 ft2 0 0.23 0.6 0 8 E Exterior Concrete Block - Int Insul Main 4.1 20 0 9 4 186.7 ft2 0 0 0.6 0 9 Garage Frame - Wood Main 13 37 6 9 4 350.0 ft2 0 0.23 0.3 0 10 E Exterior Concrete Block - Int Insul Main 4.1 10 0 9 4 93.3 ft2 0 0 0.6 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 6 8 17.8 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 S 1 Vinyl Low-E Double Yes 0.35 0.29 N 12.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 2 S 1 Vinyl Low-E Double Yes 0.35 0.29 N 15.3 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 3 W 3 Vinyl Low-E Double Yes 0.35 0.29 N 15.3 ft2 1 ft 0 in 1 ft2 in None Exterior 5 4 W 3 Vinyl Low-E Double Yes 0.35 0.29 N 30.5 ft2 1 ft 0 in 3 ft 0 in None Exterior 5 5 N 5 Vinyl Low-E Double Yes 0.35 0.29 N 15.3 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 6 E 7 Vinyl Low-E Double Yes 0.35 0.29 N 30.5 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 7 E 8 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft2 11 ft 0 in 0 ft 6 in None Exterior 5 8 E 8 Vinyl Low-E Double Yes 0.62 0.29 N 40.0 ft2 11 ft 0 in 0 ft 6 in None Exterior 5 9 W 3 Vinyl Low-E Double Yes 0.35 0.29 N 15.3 ft2 1 ft 0 in 6 ft 0 in None Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 449 ft2 449 ft2 33 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000351 1983.5 108.89 204.78 3155 6.5 2/7/2018 2:37 PM EnergyGauge(& USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 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 Exterior 0.95 50 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft' DUCTS Supply --- Return -- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 430.8 ft Attic 107.7 ft Default Leakage Main Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin ((jj Jan [[ jj Feb [[ jj Mar A r [ jMa [Xj Jun (X] Jul AugXjj Se Oct j Nov DecHeatingrX] Jan [X] Feb Mar Apr Jun r JulMay Aurrj Sep Nov JXJ DecVenting [[ Jan [[ ]] Feb [Xj MarlJ t 1 JJJ Jun [ JultJJ Aug Sep1 Oct thl Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 2/7/2018 2:37 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 2311 KELMSCOTT COURT, SANFORD, FL, 32773 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Windows** Description a. U-Factor: Dbl, U=0.35 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.62 SHGC: SHGC=0.29 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=13.0 1208.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 966.00 ft' 1 c. Frame - Wood, Adjacent R=13.0 350.00 ft' 4 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=38.0 1301.00 ft' 2154 b. N/A R= ft2 Area c. N/A R= ft' 166.38 ft' 11. Ducts R ft' a. Sup: Attic, Ret: Attic, AH: Main 6 430.8 40.00 ftZ 12. Cooling systems kBtu/hr Efficiency ft' a. Central Unit 34.8 SEER:15.00 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Floor over Garage R=11.0 c. N/A R= ft' 13. Heating systems a. Electric Heat Pump 4.507 ft. 0.290 Area 14. Hot water systems 904.00 ft' a. Electric 397.00 ft' b. Conservation features ft' None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code complirt features. Builder Signature: V7J1 _ Date: 2/8/2018 Address of New Home: 2311 KELMSCOTT COURT City/FL Zip: 32773 kBtu/hr Efficiency 32.6 HSPF:8.50 Cap: 50 gallons EF: 0.95 Pstat e0, ST9?. N.. 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. Email EnergyGauge tech support at techsupport@energygauge.com 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. 2/7/2018 2:37 PM EnergyGauge@ USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 2311 KELMSCOTT COURT Permit Number: SANFORD , FL, 32773 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 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 Statutes) 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 code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402A Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. 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 R402.4.1.1, 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 not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the parry 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. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent 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. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air leakagdVVindows, 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. 2/7/2018 2:37 PM EnergyGauge(& USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. in Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed fighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E283 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. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 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" in accordance with Section R403.3.3, R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 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. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 2/7l2018 2:37 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 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. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 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). R403.5.6.1.2 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. R403.5.6.2 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 meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 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. R403.6 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 including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 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 that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 2/7/2018 2:37 PM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 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 403.7, 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. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data 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 temperatures 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 multiple -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 multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 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 R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice 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 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. outdoor heated swimming pools and outdoor permanent 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: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa 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 or LP gas shall not have continuously burning pilot lights. 2/7/2018 2:37 PM EnergyGaugeS USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 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. R403.11 Portable spas (Mandatorfte energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 217/2018 2:37 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot72Kensington Reserve Larg oBG RW Builder Name: RYAN HOMES Street: 2311 KELMSCOTT COURT Permit Office: SANFORD City, State, Zip: SANFORD, FL, 32773 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier, Windows, skylights The space between window/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities 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 spa c as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. 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 Pytpnrf hph*nd IJ12*ng and wiring. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls 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. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids fir & nkl and walls or ceilin a. In addition, inspection of log walls shall be in accordance with the provisionsofjcc-oo, 217/ 2018 2:37 PM EnergyGauge@ USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Manual S Compliance Report Job: LotMensingtonReserv... wrightsoft° Date: 7/25/2015 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: RYAN HOMES 3211 KELMSCOTT COURT, SANFORD, FL 32773 Design Conditions Outdoor design DB: 92.5°F Sensible gain: 26997 Btuh Entering coil DB: 77.2°F Outdoor design WB: 76.2°F Latent gain: 4274 Btuh Entering coil WB: 63,7°F Indoor design DB: 75.0°F Total gain: 31272 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: 27980 Btuh 104% of load Latent capacity: 5122 Btuh 120% of load Total capacity: 33102 Btuh 106% of load SHR: 85% Design Conditions Outdoor design DB: 42.3°F Heat loss: 22728 Btuh Entering coil DB: 69.3°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Goodman Mfg. Model: GSZ140361K+ASPT47D14A Actual airflow: 1160 cfm Output capacity: 32112 Btuh 141 % of load Capacity balance: 33 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1160 cfm Output capacity: 0 kW 0% of load Temp. rise: 0 OF Meets are all requirements of ACCA Manual S. 2018-Feb-01 17:11:16 wrightsoft• Right-SuiteG Universal 2017 17.0.23 RSU23828 Page i veLargoBGRW\Lot72KensingtonReserveLargoBGRW.rup Cale - MJ8 House faces: W Component Constructionswrightsoft° Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM Job: Lot72KensingtonReserv... Date: 7/25/2015 By: FJF Project • • For: RYAN HOMES 3211 KELMSCOTT COURT, SANFORD, FL 32773 Design Conditions Location: Indoor: Heating Cooling Orlando/Jetport, FL, US Indoor temperature (°F) 70 75 Elevation: 105 ft Design TD (°F) 28 18 Latitude: 28°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8 Dry bulb (OF) 42 93 Infiltration: Daily range (°F) 16 ( M) Method Simplified Wet bulb (OF) 76 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Cig HTM Gain ft, B1uhV °F ft- °FBtuh BtuhV Btuh Btu hfiF Btu Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 349 0.091 13.0 2.52 879 2.85 993 fnsh, 2"x4" wood frm, 16" o.c. stud e 210 0.091 13.0 2.52 528 2.85 596 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board int fnsh Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud s 337 0.091 13.0 2.52 849 2.85 959 w 179 0.091 13.0 2.52 451 2.85 510 all 1074 0.091 13.0 2.52 2707 2.85 3057 n 355 0.201 0 5.57 1975 5.29 1878 e 207 0.201 0 5.57 1154 5.29 1098 s 252 0.201 0 5.57 1403 5.29 1334 w 55 0,201 0 5.57 308 5.29 293 all 869 0.201 0 5.57 4840 5.29 4603 332 0.091 13.0 2.52 837 1.45 482 Windows 2A-2om: 2 glazing, cir 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 e ft overhang (5.08 ft window ht, 1.17 ft sep.); 6.67 ft head ht s w all 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, e 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 11 ft overhang (5.3 ft window ht, 0.5 ft sep.); 6.67 ft head ht 2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, e 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.25); 11 ft overhang (6.67 ft window ht, 0.5 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, s 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (4 ft window ht, 1.17 It sep.); 6.67 ft head ht 15 0.540 0 15.0 228 14.1 215 31 0.540 0 15.0 456 33.9 1033 15 0.540 0 15.0 228 14.3 219 15 0.540 0 15.0 228 33.9 516 76 0.540 0 15,0 1141 26.0 1983 33 0.540 0 15.0 489 14.1 460 40 0.620 0 17.2 687 16.1 643 12 0.540 0 15.0 179 14.1 169 2018-Feb-01 17:11:16 wrightsoftRight-SuiteO Universal 2017 17.0.23 RSU23828 Page 1 veLargoBGRW\ Lot72KensingtonReserveLargoBGRW.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 15.0 456 33.9 1033 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (5.08 ft window ht, 3 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 15 0.540 0 15.0 228 33.9 516 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (5.08 ft window ht, 6 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type w 24 0.390 0 10.8 259 12.0 289 n 18 0.390 0 10.8 193 12.0 215 all 42 0.390 0 10.8 452 12.0 504 Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" 1301 0.032 30.0 0.89 1153 1.74 2263 gypsum board int fnsh Floors 20P-11t: Flr floor, frm fir, 12" thkns, r-11 cav ins, gar ovr 397 0.078 11.0 2.16 857 1.12 444 22A-tpl: Bg floor, light dry soil, on grade depth 104 0.989 0 27.4 2835 0 0 2018-Feb-01 17:11:16 wrightSOW Right -Suite® Universal 2017 17.0.23 RSU23828 Page 2AM ...veLargoBGRW\Lot72KensingtonReserveLargoBGRW.rup Calc a MJ8 House faces: W ProjePt Summary Job: Lot72KensingtonReserv... ct - - wrightsoft• y Date: 7/25/2015 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333.3853 Web: WWW,DEL-AIR.COM Prooect Information For: RYAN HOMES 3211 KELMSCOTT COURT, SANFORD, FL 32773 Notes:.. Design Information Weather: Orlando/Jetport, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Structure 19534 Btuh Ducts 3194 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 22728 Btuh Infiltration Method Construction quality Fireplaces Area (ft2) Volume (ft3) Air changes/hour Equiv. AVF (cfm) Simplified Semi -tight 0 Hea2t*n1 Cooling 154 1885552 18852 0.28 0.15 88 47 Sensible Cooling Equipment Load Sizing Structure 21267 Btuh Ducts 5730 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 26997 Btuh Latent Cooling Equipment Load Sizing Structure 2462 Btuh Ducts 1813 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 4274 Btuh Equipment Total Load (Sen+Lat) 31272 Btuh Req. total capacity at 0.75 SHR 3.0 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Trade GOODMAN; JANITROL; AMANA DISTI... Model GSZ140361 K Cond GSZ140361 K AHRI ref 8242629 Coil ASPT47D14A AHRI ref 8242629 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 33 OF Backup: 8.5 HSPF 32600 Btuh Qa 47°F 26 OF 1160 cfm 0.051 cfm/Btuh 0.30 in H2O Input = 0 kW, Output = 0 Btuh, 100 AFUE Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 12.5 EER, 15 SEER 26100 Btuh 8700 Btuh 34800 Btuh 1160 cfm 0.043 cfm/Btuh 0.30 in H2O 0.86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Feb-01 17:11:16 i9& * wrightsoft' Right-SulteD Universal 2017 17.0.23 RSU23828 Page 1 veLargoBGRW\Lot72KensingtonReserveLargoBGRW.rup Calc - MJ8 House faces: W wrightsoftRight-JO Worksheet Entire House DEL - AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DF_l.-AIR.COM Job: Lot72Kensin gtonReserveLa... Date: 7/ 25/2015 By: FJF i Room name Entire House great rm 2 Exposed wall 254.5 ft 62.0 It 3 Room height 8.5 It 9.3 ft heat/cool 4 Room dimensions 30.0 x 16.0 It 5 Room area 2205.8 ft2 480.0 ft2 Ty Construction U-value Or HTM Area (ft9 Load Area (ft2) Load number number Btuh/ft2-°F) El or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Uft 12C-0sw 0.091 n 2.52 2.85 364 349 879 993 0 0 0 0 L-( 2A- 2om 0.540 n 14.96 14.08 15 0 228 215 0 0 0 0 W 13A- 2ocs 0.201 n 5.57 5.29 355 355 1975 1878 149 149 831 791 Vf! 12C- 0sw 0.091 e 2.52 2.85 240 210 528 596 0 0 0 0 11 G 2A-2om 0.540 e 14,96 33.86 31 0 456 1033 0 0 0 0 13A-2ocs 0.201 e 5.57 5.29 280 207 1154 1098 280 207 1154 1098 2A-2om 0.540 e 14.96 14.08 33 33 489 460 33 33 489 460 2A-2omd 0.620 e 17.17 16.08 40 40 687 643 40 40 687 643 y! 12C- Osw 0,091 s 2.52 2.85 364 337 849 959 0 0 0 0 G 2A- 2om O.540 s 14,96 14.08 12 12 179 169 0 0 0 0 I 2A- 2om 0.540 s 14.96 14.34 15 13 228 219 0 0 0 0 W 13A- 2ocs 0.201 s 5.57 5.29 252 252 1403 1334 149 149 831 791 12C-0sw 0.091 w 2.52 2.85 240 179 451 510 0 0 0 0 2A-2om 0.540 w 14.96 33.86 15 0 228 516 0 0 0 0 2A-2om 0.540 w 14.96 33.86 31 0 456 1033 0 0 0 0 2A-2om 0.540 w 14.96 33.86 15 0 228 516 0 0 0 0 VjJ--.-. D 13A- 2ocs 0.201 w 5.57 5.29 79 55 308 293 0 0 0 0 itDO 0. 390 w 10.80 12.03 24 24 259 289 0 0 0 0 12C-0sw 0.091 2.52 1.45 350 332 837 482 0 0 0 0 11 D0 0,390 n 10.80 12.03 18 18 193 215 0 0 0 0 C 16B- 30ad 0.032 0.89 1.74 1301 1301 1153 2263 0 0 0 0 F 20P- 11t 0.078 2,16 1.12 397 397 857 444 0 0 0 0 F 22A- tpl 0.989 27,40 0.00 905 104 2835 0 480 62 1699 0 6 c) AED excursion 56 327 Envelope loss/ gain 16863 16213 5692 3455 12 a) Infiltration 2670 904 711 241 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 4 920 Appliances/other 3000 600 Subtotal (lines 6 to 13) 19534 21267 6402 5216 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 19534 21267 6402 5216 15 Duct loads 160 271/6 3194 5730 10% 10% 640 1 522 Total room load 22728 26997 7043 5738 II Air required (cfm) 1160 1160 359 247 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri f' tsofY 2018-Feb-01 17:11:16 9 Right-SuiteO Universal 2017 17.0.23 RSU23828 Page 1 veLargoBGRW\Lot72KensingtonReserveLargoBGRW. rup Calc - MJ8 House faces: W wrightsofta Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONINg531CODISCOWAY, SANFORD, FL 32771 Phone: 407-333.2665 ax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot72Kensing ton ReserveLa... Date: 7/25/2015 By: FJF 1 Room name pdr mud rm 2 Exposed wall 8.0 ft 6.0 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 4.5 x &0 ft 6.0 x 6.0 ft 5 Room area 36.0 ft2 36.0 ft2 Ty Construction number U- value Btuh/ ftL F) Or HTM Btuh/ ft2) Area ( ft2) or perimeter (ft) Load Btuh) Area ( ft2) or perimeter (ft) Load Btuh) Heat Coal Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vr12C-0sw 0.091 n 2.52 2.85 0 0 0 0 0 0 0 0 G 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 n 5.57 5.29 75 75 416 395 0 0 0 0 y/ 12C-0sw 0.091 e 2.52 2.85 0 0 0 0 0 0 0 0 1 1 L-- ( 2A-2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 y! 13A-2ocs 0.201 e 5.57 5.29 0 0 0 0 0 0 0 0 2A- 2om 0.540 e 14.96 14.08 0 0 0 0 0 0 0 0 2A- 2omd O.620 e 17.17 16.08 0 0 0 0 0 0 0 0 12C- 0sw 0.091 s 2.52 2.85 0 0 0 0 0 0 0 0 J 2A-2om 0.540 s 14,96 14.08 0 0 0 0 0 0 0 0 L- ( 2A-2om 0.540 s 14.96 14.34 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 s 5.57 5.29 0 0 0 0 56 56 312 297 0. 091 w 2.85 0 0 0 0 0 0 0 0 T i12C-0sw 2A- 2om 0.540 w 14,964,9633.86 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 2A- 2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0 y1-- 13A-2acs 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 tD 11 DO 0.390 w 10.80 12.03 0 0 0 0 0 0 0 0 R 12C-0sw 0.091 2.52 1.45 0 0 0 0 79 61 155 89 L- D 11D0 0.390 n 10.80 12.03 0 0 0 0 18 18 193 215 C 1613-30ad 0.032 0.89 1.74 0 0 0 0 0 0 0 0 F 20P-11t 0.078 2.16 1.12 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 36 8 219 0 36 6 164 0 6 c) AED excursion 1 25 1 1-37 Envelope loss/gain 635 370 824 564 12 a) Infiltration 92 31 69 23 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 1 0 0 Subtotal ( lines 6 to 13) 727 401 893 587 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 727 401 893 587 15 Duct loads 1 101% 100% 73 40 10% 10% 89 59 room load 799 441 982 wTotal Air required (cfm) 41 19 50 28 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri hftsoft 2018-Feb-0117:11:16 9 Right -Suite® Universal 2017 17.0.23 RSU23828 Page 2 veLargoBGRWlLot72KensingtonReserveLargoBGRW. rup Calc - MJ8 House faces: W wrightsoft- Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot7211(ensingtonReserveLa... Date: 7/25/2015 By: FJF 1 Room name kitchen mstr rm 2 Exposed wall 27.5 It 30.5 It 3 Room height 9.3 If heat/cool 8.0 If heat/cool 4 Room dimensions 1.0 x 352.5 It 1.0 x 251.5 It 5 Room area 352.5 It' 251.5 ft2 Ty Construction number U-value Btuh/ft4°F) Or HTM Btuh/ft2) Area (ft2) or perimeter (ft) Load Btuh) Area (ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.52 2.85 0 0 0 0 136 136 343 387 f 2A-2om 0,540 n 14.96 14.08 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 n 5,57 5.29 131 131 728 692 0 0 0 0 12C-Osw 0.091 e 2.52 2.85 0 0 0 0 108 78 195 221 11 T 2A-2om 0.540 e 14.96 33.86 0 0 0 0 31 0 456 1033 13A-2ocs 0,201 e 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.540 e 14,96 14.08 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 v 12C-0sw 0.091 s 2.52 2.85 0 0 0 0 0 0 0 0 E--G 2A-2om 0.540 s 14.96 14.08 0 0 0 0 0 0 0 0 t-G 2A-2om 0.540 s 14.96 14.34 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 s 5.57 5.29 47 47 260 247 0 0 0 0 0.091 w 0 0 0 0 0 0 0 0 2A-2om2A-2om 0.540 w 4. 52 14.96 3.8633.86 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 2A-2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0 y! 13A-2ocs 0.201 w 5.57 5.29 79 55 308 293 0 0 0 0 L--D 11 DO 0.390 w 10.80 12.03 24 24 259 289 0 0 0 0 R 12C-0sw 0.091 2.52 1.45 271 271 682 393 0 0 0 0 D 1 t DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.89 1.74 0 0 0 0 252 252 223 437 F 20P-11t 0.078 2.16 1.12 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 353 28 753 0 0 0 0 0 6 c) AED excursion 1 1901 110 Envelope loss/gain 2990 1724 1217 2188 12 a) Infiltration 315 107 300 101 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 1200 600 Subtotal (lines 6 to 13) 3306 3030 1517 3119 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3306 3030 1517 3119 Duct loads 1 10% 10% 331 303 25% 409% 381 1246 r Total room load 1 3636 3333 1898 4366 Air required (cfm) 1 186 143 97 188 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsOft" 2018-Feb-0117:11:16 9 Right-SuiteO Universal 2017 17.0.23 RSU23828 Page 3 veLargoBGRWtLot72KensingtonReserveLargoBGRW.rup Calc - MJ8 House faces: W I- wrightsofC Right-J@ Worksheet Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333.2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: L.ot7211(ensingtonReservel-a... Date: 7/25/2015 By: FJF 1 Room name rm 3 wic rm 2 2 Exposed wall 12.0 It 7.0 It 3 Room height 8.0 It heat/cool 8.0 It heat/cool 4 Room dimensions 7.0 x 5.0 It 1.0 x 149.8 It 5 Room area 35.0 ft2 149.8 ft' Ty Construction U-value Or HTM Area (ft Load Area (M Load number BtutUfta-*F) Btuhft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.52 2.85 40 40 101 114 20 20 50 57TG2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 W 13A-2ocs 0,201 n 5.57 5.29 0 0 0 0 0 0 0 0 Vt! 12C-Osw 0,091 e 2.52 2.85 0 0 0 0 0 0 0 0 11 2A-2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 W/ 13A-2ocs 0.201 e 5.57 5,29 0 0 0 0 0 0 0 0 2A-2om 0.540 e 14.96 14.08 0 0 0 0 0 0 0 0 I_GG 2A-2omd 0.620 e 17.17 16.08 0 0 0 0 0 0 0 0 Vjl 12C-Osw 0.091 s 2.52 2.85 0 0 0 0 0 0 0 0 2A-2om 0.540 s 14.96 14.08 0 0 0 0 0 0 0 0 I{_GG 2A-2om 0.540 s 14.96 14.34 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 0 120-Osw 0.091 w 2.52 2.85 56 41 103 116 36 21 52 59 2A-2om 0.540 w 14.96 33.86 0 0 0 0 15 0 228 516 2A-2om 0.540 w 14.96 33.86 15 0 228 516 0 0 0 0 2A-2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0 W1 13A-2ocs 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 t--D 11D0 0.390 w 10.80 12.03 0 0 0 0 0 0 0 0 Fj T-D 12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.89 1.74 35 35 31 61 150 150 133 260 F 2OP-11t 0.078 2.16 1.12 35 35 76 39 84 84 180 93 F 22A-tpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 11981 1191 Envelope loss/gain 538 1044 644 1177 12 a) Infiltration 118 40 69 23 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 656 1084 713 1200 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 656 1084 713 1200 15 Duct loads 1 25 % 40% 165 433 25 % 40°f 179 479 Total room load 821 1517 892 1680 Air required (cfm) 42 65 46 72 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C_rk wri 17tSp'fC 2018-Feb-0117:11:16 t . 4_ 9 Right -Suites Universal 2017 17.0.23 RSU23828 Page 4 veLargoBGRW1Lot72KensingtonReserveLargoBGRW.rup Cale @ MJ8 House faces: W wrightsoft Right-JQ Worksheet Entire House DEL -AIR HEATING & AIR CgNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LotMensingtonReserveLa... Date: 7/25/2015 By: FJF i Room name rm 3 bth 1 2 Exposed wall 25.0 ft 5.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 14.5 x 10.5 ft 11.0 x 5.5 ft 5 Room area 152.3 ft' 60.5 ftz Ty Construction number U-value Btuh/Wt *F) Or HTM Btuh/ft9 Area (ft or perimeter (ft) Load Stuh) Area (ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 t12C-0sw a W 2A-2om 13A-2ocs 0.091 0.540 0.201 n n n 2.52 14.96 5.57 2 85 14.08 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 1 12C-Osw 2A-2om 0.091 0.540 a e 2.52 14.96 2.85 33.86 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vt! tI-GG 13A-2ocs 2A-2om 2A-2omd 0.201 0.540 0.620 e e e 5.57 14.96 17.17 5.29 14.08 16.08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-0sw 0.091 s 2.52 2.85 84 84 212 239 44 44 111 125 2A-2om 0.540 s 14.96 14.08 0 0 0 0 0 0 0 0 W 2A-2om 13A-2ocs 120-0sw 0.540 0.201 0.091 s s w 14.96 5.57 2.52 14.34 5.29 2.85 0 0 116 0 0 86 0 0 216 0 0 243 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om 2A-2om 0.540 0.540 w w 14.96 14.96 33.86 33.86 0 15 0 0 0 228 0 516 0 0 0 0 0 0 0 0 y/ D 2A-2om 13A-2ocs 11 DO 0.540 0.201 0.390 w w w 14.96 5.57 10.80 33.86 5.29 12.03 15 0 0 0 0 0 228 0 0 516 0 0 0 0 0 0 0 0 0 0 0 0 0 0 fl 12C-0sw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 iD 11 DO 1613-30ad 0.390 0.032 n 10.80 0.89 12.03 1.74 0 152 0 152 0 135 0 265 0 61 0 61 0 54 0 105C F 20P-11t 0.078 2.16 1.12 152 152 329 170 61 61 131 68 F 22A-tpl 0.989 27.40 0,00 0 0 0 0 0 0 0 0 6 c) AED excursion 1 380 19 Envelope loss/gain 1347 2331 295 280 12 a) Infiltration 246 83 54 18 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1593 2414 349 298 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1593 2414 349 298 15 Duct loads 1 25% 40% 400 964 25 % 40% 88 119 Total room load I 1993 3378 437 417 Air required (cfm) 1 1 102 145 22 18 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wr F1tSOfFC 2018-Feb-0117:11:16 Right -Suite@ Universal 2017 17.0.23 RSU23828 Page 5 veLargoBGRW\Lot72KensingtonReserveLargoBGRW.rup Calc - M8 House faces: W wrightsoft^ Right-J® Worksheet Entire House DEL -AIR HEATING & AIR Ct NDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot72Ken sin gtonReserveLa... Date: 7/25/2015 By: FJF 1 Room name laundry rm 4 2 Exposed wall 5.5 It 11.0 ft 3 Room height 0 If heat/cool 8.0 If heat/cool 4 Room dimensions 6.5 x 5.5 It 1.0 x 132.3 It 5 Room area 35.8 ft2 132,3 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number 8tuh/ft2-0F) Btuh/ft2) or perimeter (ft) Stuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vfl 12C-Osw 0.091 n 2.52 2.85 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 W 13A-2ocs 0.201 n 5.57 5.29 0 0 0 0 0 0 0 0 y1 12C-0sw0.091 a 2.52 2.85 0 0 0 0 0 0 0 0 11 I --G 2A-2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 y! 13A-2ocs 0.201 e 5.57 5.29 0 0 0 0 0 0 0 0 2A- 2om 0.540 e 14.96 14.08 0 0 0 0 0 0 0 0 L_ GG 2A-2omd 0.620 e 17.17 16.08 0 0 0 0 0 0 0 0 Vj/ 12C-0sw 0.091 s 2.52 2.85 44 44 111 125 88 73 183 207 2A- 2om 0.540 s 14.96 14.08 0 0 0 0 0 0 0 0 L-(; 2A-2om 0.540 s 14.96 14.34 0 0 0 0 15 13 228 219 W 13A-2ocs 0.201 s 5.57 5.29 0 0 0 0 0 0 0 0 12C- Osw 0.091 w 2. 2.8 0 0 0 0 0 0 0 0 2A- 2om 0.540 w 14.9696 33.86 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 2A- 2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0 1q! 13A-2ocs 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 t-- D 11 DO 0.390 w 10.80 12.03 0 0 0 0 0 0 0 0 fl 12C-0sw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 T- D 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.89 1.74 36 36 32 62 132 132 117 230 F 2OP-11t 0.078 2.16 1.12 18 18 38 20 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 1-49 1 1-27 Envelope loss/gain 180 158 529 629 12 a) Infiltration 54 18 108 37 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/ other 1 6001 10 Subtotal ( lines 6 to 13) 234 777 637 666 Less extemal toad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 234 777 637 666 15 Duct toads 1 25% 401% 591 310 251/6 401/6 160 266 Total room load 293 1087 797 931 II Air required (cfm) 15 47 1 41 40 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr htsc ft- 2018-Feb-01 17:11:16 IGz= 1. Right -Suite® Universal 2017 17.0.23 RSU23828 Page 6 veLargoBGRW\ Lot72KensingtonReserveLargoBGRW.rup Cale a 10.18 House faces: W wrightsoft" Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot72Kensing ton Reservel.a... Date: 7/2512015 By: FJF 1 Room name mstr bth mstr wic 2 Exposed wall 22. 0 ft 7.5 ft 3 Room height 8. 0 ft heat/cod 8.0 it heat/cool 4 Room dimensions 1. 0 x 111.0 ft 7.5 x 5.0 it 5 Room area 111. 0 ft2 37.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (it) toad number Btuh/ft2-°F) BtufVfe) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/ P/S Heat Cool Gross N/P/S Heat Cool 6 Vft 12C-Osw 0.091 n 2.52 2.85 0 0 0 0 0 0 0 0 L--1 2A-2am 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 W 13A-2ocs 0. 201 n 5.57 5.29 0 0 0 0 0 0 0 0 yJ 12C-Osw 0. 091 a 2.52 2.85 72 72 181 205 60 60 151 171 1 1 L- -d 2A-2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 13A-20cs 0.201 e 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.540 e 14.96 14.08 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 iq! 12C-Osw 0. 091 s 2.52 2.85 104 92 232 262 0 0 0 0 2A-2om 0.540 s 14.96 14.08 12 12 179 169 0 0 0 0 2A-2om 0.540 s 14.96 14.34 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-0sw 0.091 w 2. 2.85 0 0 0 0 0 0 0 0 2A-2om 0.540 w 14.9696 33.86 0 0 0 0 0 0 0 0 2A-2am 0.540 w 14.96 33.86 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 Vjf 13A-2ocs 0. 201 w 5.57 5.29 0 0 0 0 0 0 0 0 D 11DO 0,390 w 10.80 12.03 0 0 0 0 0 0 0 0 q 12C-Osw 0, 091 2.52 1.45 0 0 0 0 0 0 0 0 L-- D 11 D0 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 166-30ad 0. 032 0.89 1.74 111 111 98 193 38 38 33 65 F 20P-11t 0. 078 2.16 1.12 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 61 c) AED excursion 1-48 15 Envelope loss/gain 691 781 184 221 12 a) Infiltration 216 73 74 25 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 907 854 258 246 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 907 854 258 246 15 Duct loads 1 25 % 1 40% 1 228 341 25% 1 401% 651 98 Total room load 1135 1195 323 344 Air required (cfm) 58 51 16 15 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r Wri h1SOI1k' 2018- Feb-0117:11:16 9 Right-SuiteO Universal 2017 17.0.23 RSU23828 Page 7 veLargoBGRW\Lot72KensingtonReserveLargoBGRW.rup Calc - MJ8 House faces: W wrightsoft" Right-J@ Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LotMensingtonReserveLa... Date: 7/25/2015 By: FJF i Room name mstr wic int mstr we 2 Exposed wall 0 ft 0 ft 3 Room height 0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 5.5 x 4.5 It 5.5 x 4.0 ft 5 Room area 24.8 ft2 22.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-1F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Coal Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 tql 12C-0sw 0.091 n 2.52 2.85 0 0 0 0 0 0 0 0 G 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 n 5.57 5.29 0 0 0 0 0 0 0 0 Vet 12C-Osw 0.091 a 2.52 2.85 0 0 0 0 0 0 0 0 11 t _" 2A-2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 lrtl 13A-2ocs 0,201 e 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.540 e 14,96 14.08 0 0 0 0 0 0 0 0 L-( G 2A-2omd 0.620 e 17.17 16.08 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.52 2.85 0 0 0 0 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 14.34 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 Vh 12C-0sw 0.091 w 2.522 2.8 0 0 0 0 0 0 0 0 2A-2om 0.540 540 w 14.96 33.866 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 2A-2om 0,540 w 14.96 33.86 0 0 0 0 0 0 0 0 W/ t-D 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 0 fj 12C-0sw 0.091 Z52 1.45 0 0 0 0 0 0 0 0 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.89 1.74 25 25 22 43 22 22 20 38 F 20P-11t 0.078 2.16 1.12 0 0 0 0 0 0 0 0 F 22A-tpi 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 3 2 Envelope loss/gain 22 41 20 36 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 22 41 20 36 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 22 41 20 36 15 Duct loads 251% 401% 6 16 25% 401% 51 14 Total room load 27 57 24 50 Air required (cfm) 1 2 1 2 Calculations roved by ACCA to meet all requirements of Manual J 8th Ed. wri htsc ft" 2018-Feb-01 17:11:16 9 Right -Suite® Universal 2017 17.0.23 RSU23828 Page 8 veLargoBGRMLot72KensingtonReserveLargoBGRW.rup Calc . MJ8 House faces: W wrightsaftRight-JO Worksheet Entire House DEL - AIR HEATING & AIR CONDITIONING 531CODISCOWAY, SANFORD, FL 32771 Phone: 407-333-2665 ax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LotMensingtonReserveLa... Date: 7/25/2015 By: FJF 1 Room name loft 2 Exposed wall 25.0 ft 3 Room height 8.0 ft heat/coal 4 Roam dimensions 1.0 x 289.0 ft 5 Room area 289.0 ftz Ty Construction number U- value Btuh/ Wt .F) Or HTM Btuh/ ft Area ( ft or perimeter (ft) Load Btuh) Area or perimeter Load Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vf! 12C-Osw 0.091 n 2.52 2.85 168 153 3B5 435 C 2A-2om 0.540 n 14.96 14.08 15 0 228 215 W 13A-2ocs 0.201 n 5.57 5.29 0 0 0 0 12C- Osw 0.091 a 2.52 2.85 0 0 0 0 11 T 2A-2om 0.540 e 14.96 33.86 0 0 0 0 13A- 2ocs 0,201 e 5,57 5,29 0 0 0 0 2A- 2om 0.540 e 14.96 14.08 0 0 0 0 2A- 2omd 0.620 e 17.17 16.08 0 0 0 0 0. 091 s 2.52 2. 0 0 0 0 2A- 2om 2A-2om 0.540 s 14.96 14.08 0$ 0 0 0 0 2A- 2om 0.540 s 14.96 14.34 0 0 0 0 W 13A-2ocs 0.201 s 5.57 5.29 0 0 0 0 12C- Qsw 0.091 w 2.52 2.85 32 32 81 91 2A- 2om 0.540 w 14.96 33.86 0 0 0 0 2A- 2om 0.540 w 14.96 33.86 0 0 0 0 2A- 2om 0.540 w 14.96 33.86 0 0 0 0 y! 13A-2ocs 0.201 w 5.57 5.29 0 0 0 0 D 1 t DO 0.390 w 10.80 12.03 0 0 0 0 R I- D 12C- Osw 0.091 2.52 1.45 0 0 0 0 11 DO 0.390 n 10.80 12.03 0 0 0 0 C 16B-30ad 0.032 0.89 1.74 289 289 256 503 F 20P-11t 0.078 2.16 1.12 48 48 104 54 F 22A-tpl 0.989 27.40 0.00 0 0 0 0 61 c) AED excursion 1 81 Envelope loss/gain 1054 1216 12 a) Infiltration 246 83 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/ other 0 Subtotal pines 6 to 13) 1299 1299 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 1299 1299 15 Duct loads 1 25% 1 40% 1 326 519 Total room load 1626 1818 Air required (cfm) 83 78 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. J • WrIttSgrft" 2018-Feb-01 17:11:16 A `l" i g Right -Suites Universal 2017 17.0.23 RSU23828 Page 9 veLargoBGRW\Lot72KensingtonReserveLargoBGRW. rup Calc - MJ8 House faces: W Duct System Summary Job: LoMlKensingtonReserv.. wrightsoft® Date: 7125/2015 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: RYAN HOMES 3211 KELMSCOTT COURT, SANFORD, FL 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H20 0.197 in/1 00ft 1160 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H20 0.197 in/1 00ft 1160 cfm 122 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diarn in) H x W in) Duct Mat] Actual Ln (ft) Ftg.Eqv Ln (ft) Trunk bth 1 h 437 22 18 0.237 4.0 Ox 0 VlFx 16.1 85.0 SO great rm h 3521 180 123 0.203 8.0 OX0 VlFx 23.2 95.0 st2 great rm-A h 3521 180 123 0.212 8,0 Ox 0 VlFx 18.0 95,0 st2 kitchen h 3636 186 143 0.214 8.0 Ox 0 VlFx 17.4 95.0 st2 laundry c 1087 15 47 0.235 4.0 Ox 0 VlFx 16.9 85.0 SO loft h 1626 83 78 0.295 6,0 Ox 0 VlFx 11.3 70.0 mstr bth h 1135 58 51 0.295 5.0 Ox 0 VlFx 11.3 70.0 mstr rm c 4366 97 188 0.304 8.0 Ox 0 VlFx 9.1 70.0 mstr we c 50 1 2 0.304 4.0 Ox 0 VlFx 8.9 70.0 mstr wic h 323 16 15 0.294 4.0 Ox 0 VlFx 11.6 70.0 mstr wic int c 57 1 2 0.326 4.0 Ox 0 VlFx 3.5 70.0 mud rm h 982 50 28 0.206 4.0 Ox 0 VlFx 21.3 95,0 st2 pdr h 799 41 19 0.197 4.0 OX0 VlFx 27.1 95.0 st2 rm 2 c 1680 46 72 0.232 6.0 Ox 0 VlFx 18.4 85.0 SO rm 3 c 3378 102 145 0.227 6.0 Ox 0 VlFx 20.8 85.0 stl rm 3 wic c 1517 42 65 0.209 5.0 Ox 0 VlFx 29.8 85.0 stl rm 4 h 797 41 40 0.300 6.0 Ox 0 VlFx 10.1 70.0 Trunk Htg Cig Design Veloc Diarn H x W Duct Name Type cfm) cfm) FR f pm) in) in) Material Trunk st2 Peak AVF 636 436 0.197 595 14.0 0 X 0 VinlFlx SO Peak AVF 226 347 0.209 636 10.0 0 x 0 VinlFlx 2018-Feb-01 17:11:17 wrightBOW Right-SuiteO Universal 2017 17.0,23 RSU23828 Page 1 VeLargoSGRW\Lot72KensingtonReserveLargoBGRW.rup Cale - MJ8 House faces: W Name Grille Size (in) Htg cfm) Gig cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rbi Ox0 1160 1160 0 0 0 0 Ox 0 VIFx 2018-Feb-01 17:11:17 C wrightsoft Right-SuiteO Universal 2017 17.0.23 RSU23828 Page 2 veLargoBGRW\Lot72KensingtonReserveLargoSGRW.rup Cale - MJ8 House faces: W FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: El This checklist 0 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 (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). 0 Energy Performance Level (EPL) Display Card (one page) 0 HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 0 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: 0 Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) 0 A completed Envelope Leakage Test Report (usually one page) 0 If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) 2/1/2018 5:20:10 PM EnergyGaugeD - USRCSB v6.0 Page 1 of 1 r- - - - - - - - - - — - - - - - - - - - — - - - - - - - - - - T I I I I I f I I f I I I I I f f 14x8llwcd L l bath • "' , roof cap Y 4 r,iMa , Transfer ducts/grRles sized Lq compliance with Florida Residential BuRding Code - M1602.4 Balanced Return Air, exceptions 1-3. BuRder rust provide unrestrkted 1 Inch undercut on doors to habitabte rooms, D'kitchen vent fism to roof cap L-------- XptZN TU -< - n D '0 13 n 3 9K d cd • E/1 30 3 D tdZt- C e aB amrrxrw w q•t BLlder wKt need to rflsl provide a/c duct ct'.. 8x4 twcd 15 go r-r ras 4' Sfl 1i10x6twcd s' A texts r, 141x 80j1wcd 16 IN6 twcd so r-Waa V, OW daa 40 x6 lwcd 29x6 watt rag 3' bath duct to roof cap w/fan Nutone 696RNB IN IV dryer Bract to roof cap 6' ' w/dryer vent boz 1Ox6 Lwcd 3' bath duct 70 20 nz .t to roof cap 2Ox6 we( rag 8x4 Iwcd W / f a n Nutone 696RNB 1 2 IOx6 tr 3.0 TON W/5KW 1240V 1f m 518x13plen66ptatform by bid r w scale Must have a minimum clearance of 4 Inches around the air handler per the State Energy code. Alt duct has an r=6 Insulation value. 20x6 wait rag 145 JM lwcd •'- I' CJA Rating v s 0 t ti N m Z C) O W 00 I W W ---4 F- O ou Li W 0 L1J 0 z LLJ 0 p o OU O z m V) in Q z cu LL- d CU W C r-, LL- z o V) m l. 0 z Q F- m Q 1 0 D Q Q M CL J U? C21 Q dT -7 2- advantage Plumbing, inc License # L%q Signature h L v ' 41 obk, Y VTR L41i DESCRIPTION AS FURNISHED: Lot 72, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. I j<} f M;w t ,,. PLOT PLAN FOR / CERTIFIED TO: Ryan Homes/NVR .Inc. BRISSON AVENUE R/W VARIES) S 00019'09" E 40.00' J 15' WALL & LANDSCAPE ESMT j 31.80' 31.80' 1 LOT 72 1 5.00' A\C D o p EXTENDED LANAI 30.0' r; O TRACT F O RE TION EA PROPOSED MODEL O LARGO VS1 - 8 GARAGE RIGHT 5.00' 8.7' ENTRY 5.00' 0 xl 2 i.3' 3 16' DRIVE 25.20, 25,20' 10' UTIL. Ty0 ESMT. WALK } D=11 °3212':i Ok to construct single family home with setbacks and impervious area shown on plan. 'S • ct °f ¢ imp. L rg() Sk- aI 6r 5,00' 5.00' U) 5.00' LOT 71 R=25.00' CUR L=5.03' N 00°19'09" W (a.B.) C=5.03' 35.00' CB=S 0502657" W ffE1ffSCOTT COURT 50' PRIVATE ROAD) PROPOSED = FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEYY PER DRAINAGE PLANS FRONT = 25' POT PLAN AREA CALCULATIONS REAR 20' PROPOSED DRAINAGE FLOW C° F0 IMPERVIOUS COVERAGE - 2,1131 SQUARE FEET OR 45.9% SIDE 5' FOR 40' LOTS LOT GRADING TYPE A OQO LOT CONTAINS 4,5991 SQUARE FEET SIDE 7.5' FOR 60' LOTSf PROPOSED FINISH FLOOR PER PLANS a 30.8' LIVING AREA CONTAINS 1,353t SQUARE FEET SIDE Q 10' FOR 75' LOTSe(L CONG LANAI PORCH CONTAINS 760t SQUARE FEET SIDE STREET - 25' CR USEIN-I f..TY.ETR-AS'COTT ASSOC, INC. - LAN1? SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436P . PLAT PILL' • POINT ON LINE TYPICAL NOTES: F • FIELD TYP. • I.P. IRON PIPE PA4. POINT OF REVERSE CURVATURE IRON ROD P.C.C. •POINT OF COMPOUND CURVATURE 1. THE UNDERSIGNED DOES HERESY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF EMC.M. • CONCRETE MONUMENT RAD. + RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER SJ-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027. FLORIDA STATUES SET IR. t/2' IR NNLD 4596 NR. + NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYORS SIGNATURE AND ORIGINAL RASED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VAUO. REC. RECOVERED W.P. WITNESS POINT 3, THIS SURVEY WAS PREPARED MM TIRE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS P.O.B. POINT OF BEGINNING CALC. . CALCULATED OR EASEMENTS IMP AFFECT THIS PROPERTY. PME POINT OF COMMENCEMENT PAA PERMANENT REFERENCE MONUMENT 4, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. CENTERLINE FF. FINISHEDBUILDING FLOOR KLINEELEVATIONR/ • NAIL t DISK BSL. • BENCHING SETBACK LINE 5, THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE REUED UPON BY ANY OTHER ENTITY. R/V • RIGHT-OF-WAY @14 BENCHMARK 6. OIMENSIOFIS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED 70 RECONSTRUCT BOUNDARY LINES. ESMT. EASEMENT B.B. BASE BEARING 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE SWING (S.M) DRAIN. • DRAINAGE UTIL. • UTILITY B. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC' VERTICAL DATUM OF 1929. UNLESS OTHERWISE NOTED. CLFC. + CHAIN LINK FENCE 9. CERTIFICATE OF AUTHORIZATION No. 4596. VDFC. + WOOD FENCE C/B • CONCRETE BLOCK SCALE 1-- 1• 20'---•-^-i DRAWN BY: R.. P.C. • POINT OF CURVATURE P.T. POINT OF TANGENCY DESC. •DESCRIPTION CERTIFIED BY: DATE Y.._..__-__ ORDER No. R - RADIUS PLOT PLAN 01-22-2018 379-16 L ARC LENGTH D DELTA C • CHORD C.B. CHORD BEARING NORTH THIS BUILDING/PROPERTY DOES NOT UE WITHIN - ------------i--'`-lJ•-- THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM' M GRUSEN EVER, KL.S.jT4 ZONE X' MAP / 12117C0080F (09^28-07) E W. SCO R.L.S / 4B01 Awl ROOF M TRUSSES A FLORIDA CORPORATION 4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 PH: 772-409-1010 FX: 772-409-1015 www.AlTruss.com TRUSS ENGINEERING PROJECT: KENSINGTON RESERVE COUNTY: SEMINOLE LOT/BLK/MODEL: LOT:72 / MODEL:LARGO V1 / ELEV:B / GAR R JOB#: 71061 MASTER#; WRCLGI BE9 w OPTIONS: EXTENDED LANA1::9'-4" CLG A-1 ROOF TRUSSES A FLORIDA CORPORATION Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. RE: Job WRCLG1BE9 A-1 Roof Trusses 4451 St Lucie Blvd Site Information: Fort Pierce, FL 34946 Customer Info: RYAN HOMES Project Name: Lot/Block: Model: LARGO v1 "B" Address: Subdivision: City: County: VARIES 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: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 150 MPH Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes -90 individual, dated Truss Design Drawings and 16 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 1 A0219160 A01 1/17/18 13 A0219172 CJ3 1/17/18 25 A0219184 FL04 1117/18 2 A0219161 A02 1/17/18 14 A0219173 CJ4E 1/17/18 26 A0219185 FL05 1/17/18 3 A0219162 A03 1/17/18 15 A0219174 CJ5 1/17/18 27 A0219186 FL06G 1/17/18 4 A0219163 A04 1/17/18 16 A0219175 E01 1/17/18 28 A0219187 FL07GE 1/17/18 5 A0219164 A05 1/17/18 17 A0219176 F03 1/17118 29 A0219188 FL08 1/17/18 6 A0219165 A06 1/17/18 18 A0219177 F04 1/17/18 30 A0219189 FL09 1/17118 7 A0219166 B03 1/17/18 19 A0219178 F05 1/17/18 31 A0219190 FL10 1/17/18 8 A0219167 B03GE 1/17/18 20 A0219179 FG02 1/17/18 32 A0219191 FL11 1/17/18 9 A0219168 B04 1/17/18 21 A0219180 FG03 1/17/18 33 A0219192 FL12GE 1/17/18 10 A0219169 CA 1117/18 22 A0219181 FL01 1/17/18 34 A0219193 HJ2A 1117/18 11 A0219170 CAA 1/17118 23 A0219182 FL02GE 1/17/18 35 A0219194 HJ3A 1/17/18 12 A0219171 CJ2E 1/17/18 24 A0219183 FL03 1/17/18 36 A0219195 HJ6E 1/17/18 The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by A-1 Roof Trusses, Ltd. Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2019. NOTE.The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of components for any particular building is the responsibility of the building designer, perANSI/TPI-1 Sec. 2. The Truss Design Drawing(s)(TDD[si) referenced have been prepared based on the construction documents (also referred to at times as 'Structural Engineering Documentsl provided by the Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to Anthony Tombo III PE by [Al Roof Trusses or specific location). These TDDs (also referred to at times as 'Structural Engineering Documentsl are specialty structural component designs and may be part of the project's deferred or phased submittals. As a Truss Design Engineer (i.e., Specia%Whony T. Engineer), the seal here and on the TDD represents an acceptance of professional engineering responsibility for the design of the single Truss depicted on the TDD only The Building Designer is responsible for and shall coordinate and review the TDDs for compatibility with their written engineering requirements. Please review all TDDs and all related notes. mook. s.F*At6 6-Us -2. " Fws"n. 1 aHF ovrt1@ Mvs 0.1. 20100T.i70396-t3R500' A&ASSlLt P.E. 30BCA22100 0000004C1287DF Page 1 of 2 A-1 ROOF4090 = TRUSSES A FLORIOA CORPORATION RE: Job WRCLG1BE9 No. Seal # Truss Name Date 37 A0219196 HJ7 1/17/18 38 A0219197 J2A 1/17/18 39 A0219198 J3A 1117/18 40 A0219199 ME 1/17/18 41 IA0219200 J7 1/17/18 42 A0219201 M7G 1/17/18 43 A0219202 VM3 1/17/18 44 A0219203 VM5 1/17/18 45 STDL01 STD. DETAIL 1/17/18 46 STDL02 STD. DETAIL 1/17/18 47 STDL03 STD. DETAIL 1117/18 48 STDL04 STD. DETAIL 1/17/18 49 STDL05 STD. DETAIL 1/17/18 50 STDL06 STD. DETAIL 1117/18 51 STDL07 STD. DETAIL 1/17/18 52 STDL08 STD. DETAIL 1/17/18 53 STDL09 STD. DETAIL 1/17/18 54 STDL10 STD. DETAIL 1/17/18 55 STDL11 STD. DETAIL 1/17/18 56 STDL12 STD. DETAIL 1/17/18 57 STDL13 STD. DETAIL 1/17/18 58 STDL14 STD. DETAIL 1/17/18 59 STDL15 STD. DETAIL 1117/18 60 STDL16 STD. DETAIL 1/17/18 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. Page 2 of 2 1BE9 JA01 IHip Girder A0219160 4 Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:34:48 2018 Page 1 ID:hA3xRN7kH8GY,sQsevncy2zOBnp-4nMOmiTTINGmv6YcH3SiBDb3hPcVsleF2NHE91 zuglr t-0 7-0-0 12 4-9 17-7-7 23 0 0 30-0-0 31-0Q 0 -- 7-M 5-4-9 5-2-13 - f - - 5-4-9 7-0-0 Y Dead Load Deft, == 5/16 in 4x10 = 27 28 " 29 30 11 31 - 32 33 - 4x10 2x4 11 3x8 = 5x10 MT20HS= 2x4 II 3z6 = 7-0-0 12-4-9 17-7-7 23-0-0 7-0-0 549 5 2 13 54-9 Plate Offsets XY [2:0 0-0 0-0-14) (3:0-7-12 0 2-8), f6:0 7_12 0-2-8jJZ7 00_-0-00-0-13 12:0-3-0.0-1 Y T4 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d TOLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0,29 10-12 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0,58 10-12 >624 240 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(CT) 0.11 7 n/a n/a BGDL 10.0 Code FBC2017lrP12014 Matrix -MS Wind(LL) 0.26 10-12 >999 240 LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 24-11 oc purtins. BOTCHORD Rigid ceiling directly applied or 9-3-9 oc bracing. MiTek recommendsthat Stabilizers and required - cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 2 = 2494/0-3-8 (min. 0-2-1) 7 - 2494/0-3-8 (min. 0-2-1) Max Horz 2 - 59(LC 12) Max Uplift 2 = 582(LC 4) 7 - 582(LC 5) Max Grav 2 = 2494(LC 1) 7 - 2494(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-5140/1148, 3-20=-6367/1376, 20- 21=-6367/1376, 4-21=-6367/1376, 4- 22=-6367/1376, 22-23=-6367/1376, 23- 24=-6367/1376, 5-24=-6367/1376, 5- 25=-6390/1382, 25-26=-6390/1382, 6- 26=-6390/1382,6-7=-5136/1146 BOTCHORD 2- 13=-968/4652, 13-27=-967/4668, 27- 28=-967/4668, 12-28=-967/4668, 12- 29=-1266/6390,29-30=-1266/6390, 11- 30=-1266/6390, 11-31=-1266/6390, 10- 31=-1266/6390, 10-32=-973/4664, 32- 33=-973/4664,9-33=-973/4664, 7- 9=-974/4648 BOTCHORD 2- 13=-968/4652,13-27=-967/4668, 27- 28=-967/4668, 12-28=-967/4668, 12- 29=-1266/6390,29-30=-1266/6390, 11- 30=-1266/6390, 11-31=-1266/6390, 10- 31=-1266/6390, 10-32=-973/4664, 32- 33=-973/4664, 9-33=-973/4664, 7- 9=-974/4648 WEBS 3- 13=-5/504, 3-12=-339/2061, 4- 12=-6901284, 5-10=-700/283, 6-10=-348/2092, 6-9=-2/494 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S. Opsf; BCDL=5.Opst; 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) 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 100 lb uplift at joint(s) except Qt= lb) 2=582, 7=582. 400 =: PLATES GRIP MT20 244/ 190 MT20HS 187/143 Weight: 164 lb FT = 0 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 240 lb down and 200 lb up at 7-0-0, 123 lb down and 74 lb up at 9-0- 12, 123 lb down and 74 lb up at 11-0-12, 123 lb down and 74 lb up at 13-0-12, 123 lb down and 74 lb up at 15-0-0, 123 lb down and 74 lb up at 16-114, 123 lb down and 74 lb up at 18-11-4, and 123 lb down and 74 lb up at 20-114, and 240 lb down and 200 lb up at 23-M on top chord, and 365 lb down and 119 lb up at 7-0-0, 88 lb down at 9-0-12, 88 lb down at 11-0-12, 88 lb down at 13-0-12, 88 lb down at 15-0- 0, 88 lb down at 16-11-4, 88 lb down at 18-114, and 88 lb down at 20-11-4, and 365 Ib down and 119 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 1) Dead + Roof Live ( balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-00, 3-0=-00, 6-8=-60, 14-17=-20 Concentrated Loads (lb) Vert: 3=-193(F) 6=-193(F) 13=-365(F) 9=-365(F) 20=-123(F) 21 =- 123(F) 22=-123(F)23=-123(F) 24=-123(F)25=- 123(F) 26=-123(F)27=-70(F) 28=-70(F)29=- 70(F) 30=-70(F) 31 =-70(F) 32=-70(F) 33=-70(F) wapat„ a.a,b• airomlm;sfu r,;trauiunt,n nr mM'=r^xr xaecwzMri«eraba,sty+an tNnNr,.bti„b}b.;lre;wbt,M+riat er.aMat}.,<aa..4}}.s,,.,»,mN«brra,i, wttt,.ar has nek as a ac tlrukrH a then btye Epww t.atpaw>aa xauee i npouaraa,rpeataa, parcuua aenar .r+*:aat. n,b ksptak sur. ta,:tpmNatk rua atn ten r:xs aup»uNp uta%:.sue+. Anthony T. Tomtm Ill, R.E. daraat lustlrc Rnlq,tb, araaa4rtaat o.te.bta.aastiapN treaae WspraTaaba,b+dbix.bat.ant arawMttt.arn.i. atpraaabl9r+y.,eta,ramuat,+awanr,q..,w..ak.,:ewwb,apaaaar,i T80081 br+:Np b}rytn wtfttxuh,. fArea}uiwdgel tNae pieartt tN ryaaiiasaRkslarGgrta SfiNr lawadar RNraN'Mahl at S1(F xr aeaxe4eaaa pawt.ie-1 NaasbnpnMaprtNMMtabliHt k}4m.`*n rapt tn--inr}kwo.a. aIet 4451 St, Lucie Blvd, Mx.,u It0.Mq t iMR: tpMpx a a+mq h N pme} anFeN. IN Xr t ks;p (pate n F4t at FsMM M4ta e>t+u 4.m Epba a a. 4+nNq. /StpMIUH xx, we alMN x fi.i. Fort Pierce, FL 74§46 Elrtllt>Ti 16IA A' I taOi tla}}il-ARAOtry t. {aMba tn: f.t. taptefnnsaa iltlllt}jptYwlei.la aQy lofn,i}riN1 Ilild Nabatltik trtlikarMlllt}{jpaifpA}A i roof tllf}!S-Aakwlttenbl ntrl. Job AN HOMES / LARGO v1 WRCLG1BE9 IA02 I Hip A0219161 I Roof Trusses, Fort Pierce, FL 34946, design@altniss.com Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:34:49 2018 Page 1 ID:hA3xRN7kH8GY,-sQsevney2zOBnp-Y. wmzlU5WhOdXG7ormzxkQ8HRptGbKUOGllniTzuqlq 9-0-0 21-0-0 30-0-0 0 6-M — ------ +6-16- MV 4x6 = 3x4 = 44 = Dead Load Deft. = 3/16 in 3x4 - 4x6 = 3x4 =- 3x6 11 3x6 11 10-2-13 LOADING (psl) SPACING- 2 O O CSI DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 5 TC 0.65 Vert(LL) 0.17 12-15 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(CT) 0.38 12-15 946 240 BCLL 0.0 Rep Stress Incr YES WB 031 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC2017/TP Matnx-MS Wind(LL) 0.20 12-15 999 240 LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x4 SIP No.2 BOT CHORD 2x4 SIP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins, BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. F-M,T.k recommends that Stabilizersand required ------ I cross bracing be installed during truss erection, in accordance -withi tabilizer Installationide. REACTIONS. ( lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 8 = 1260/0-3-8 (min, 0-1-8) Max Horz 2 74(LC 12) Max Uplift 2 357(LC 8) 8 357(LC 9) 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=-950/0, 3-4=-2125/1421, 4- 5=-1992/1451, 5-6=-199211450, 6- 7=-2125/1421, 7-8=-950/0 BOT CHORD 2- 12=-1101/1872, 11-12=-1336/2204, 10- 11=-1336/2204, 8-10=-1104/1872 WEBS 4- 12=-104/469, 5-12=-404/271, 5- 1 0=404/271, 6-1 0=- 1041469 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 1 16mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. 11; Exp C ' Encl., GCpi=O. 18; MWFRS (envelope) and C-C Extenor(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 pending. 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 100 lb uplift at joint( s) except (jt=lb) 2=357, 8=357. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 129 lb FT = 0% Anthony T Torniho III, P.E. 80083 pow. d h k" W" S0. W~M%10114" 1* .0 Pled pd.. 4n, 445: St, Wck- Bivd, fort FSerce, F1, 34946 WRCLG1BE9 IA03 (Hip A0219162 f Trusses, Fort Pierre, FL 34946, design@a1 truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:34:50 2018 Page 1 ID:hA3xRN7kH8GY_sQsevney2zOBnp-0AUBBNVjH?W U9Qi_PUUAGehQICJvKotXVhnKEwzuglp 1-0 5.7-14 11-0-0 19-00 24 4-2 30-0-0 _ -0 Q 1- 0F 0 -._- 5-7-14 . ....-.... 5-4 1-'-----f---- 8-0.0.___._.._ --i--- 5-4-1 ------i—.- 5-7-14 '1-04 4x4 `- 4x8 Dead Load Deft. = 1/8 in 06 II 3x8 = 3x6 — 3x4 = 4x6 II LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL L25 TC 0.77 Vert(LL) 0,22 11-20 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(CT) 0.46 11-20 788 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.24 Horz(CT) 0.08 9 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Wind(LL) 0.19 11-13 999 240 LUMBER - TOP CHORD 2x4 SP No.2 'Except' T2: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1 6 0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-2-2 oc bracing. WEBS 1 Row at midpt 6-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guides^— REACTIONS. ( lb/size) 2 - 1260/0-3-8 (min.0-1-8) 9 = 1260/0-3-8 (min.0-1-8) Max Horz 2 = 89(LC 13) Max Uplift 2 - 339(LC 12) 9 = 339(LC 13) Max Grav 2 - 1260(LC 1) 9 = 1260(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-1207/130, 3-4=-2239/1628, 4- 5=-193211362, 5-6=-1739/1343, 6- 7=-1932/1362, 7-8=-2239/1628, 8- 9=-1208/129 BOTCHORD 2- 13=-1341/2009, 12-13=-963/1739, 11- 12=-963/1739,9-11=-134812009 WEBS 4- 13=-322/427, 5-13=-81/417, 6- 11=-82/417. 7-11=-322/427 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 &r 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 100 lb uplift at joint( s) except (jt=lb) 2=339, 9=339. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 145 lb FT = 0% aa} Nate n.eyaq um•a'sl roN ?garl:'-r„aFns 1'IM4i cniAra:;n!ri.aMil tr,AlruatfaaMfN'Ma+mnenrys p+enara,eN.a,awrina psq.ar..pectaxasen.ri lake . rs lanMrSkaMrsry Wur.rta.,n tRiN«ae im. my a;, r,, Msuak wtw a;IaakrMx su irns{:uf E na!i:. puA rgan'iasda {9 pru+a sa;nraMs pkrmNagsgm a,ad roa kgadase(. to rer Mealaa v.m lM1r r aspsnuyde. b/at «rwr m Anthony 1, Tombo [it, P.E. am,,.,, tasnaag,rcnrsny»rswwrrtra.a,rc.s rar«ndsu vr»der.,.uz.rrraaa.ix acwsrrdixr rrtrrr.3. rr,ppr.nnrtoa.ffanw.Haar,.,,.,m,.,r.saw.ww«,y,uker M.seama z 80083 rs.+ eMaur«wreauxr u srna+r.tarn«sm wew+axaagrs san wweixsuMa htrwesttf«.nemur.epwr,. tnraeraraa ,aaarmkar4ai,.,rte, r r,.,r yr;p a.,ra.arM«-.ems 4451 St, Lucie Blvd. alums 4PaMhr.Mbtlgetgrtr rragbal aaaa a+rF+rt is ax ksgr[+yunLi-ra WMatrrixru.r lint Stanfpae: asn a,.AtM. MtgrrMENar€+aen/xar/.s 7F1 Fort Pierce, FL ]t4946 aFy' 181{AIto knses Arasoay t.tarbo lN,rE Reasotn,6sa sl tM6 Jwnooat. io aor fora rcNa6i4ne/anbornkainm faaissirahan S-1 lsal [asses- Whall'Awbol"I'E. u" sype uty rry RYAN HOMES / LARGO v1 f BE9 A04 Hip 2 1 A0219163 Trusses, Fort Pierce, FL 34946, designaltruss.com Run: 8.120 s Nov 12 2017 Print: 8,12Q s Nav 12 2017 MiTek Industries, Inc. Tue Jan 16 09:34:50 2018 Page 1 ID:hA3xRN7kH8GY sQsevncy2zOBnp-0AUBBNVjH?WU9Qi_PUUAGehNoCDJKoiXVhnKEwzuglp1-0 6-5.13 13-0-0 17-0.0 23-6-3 30-0-01-0-pr - - -- t----_. 1-0- 6-5-13 6-6-3 4-0-0 6-6-3 6-5-13 5-0 4x6 6 4x6 ft Dead Lead De". = 3/16 in 0 0 4x6 II 3x4 = 4x6 = 3x4 = 4x6 II 10-6-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TIC1.00 Vert(LL) 0.45 13-16 799 360 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(CT) 0.60 11-13 596 240 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.10 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.31 13 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No-2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 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 = 1260/0-3-8 (min. 0-1-8) 9 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 104(LC 13) Max Uplift 2 - 358(LC 12) 9 - 358(LC 13) Max Grav 2 = 1260(LC 1) 9 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1078/170, 3-4=-2249/1650, 4-5=-1926/1395, 5-6=-1532/1289, 6-7=-1926/1395,7-8=-2249/1649, 8-9=-1078/170 BOTCHORD 2-13=-1359/2017, 13-22=-845/1532, 12-22=-845/1532, 12-23=-845/1532, 11-23=-845/1532, 9-11=-1365/2017 WEBS 4-13=-465/531, 5-13=-223/498, 6-11=-222/498, 7-11=-465/531 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) 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 100 lb uplift at joint(s) except (jt=lb) 2=358, 9=358. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 133 lb FT = 0% Natiy.lbu 1W."a«ev ne {.1 NO t11SEl `Sf. LY;. ificui I9w 4 mni'f,EJ c*,'mirnm Ma`r;wwwrMe I,* km 4ny I Iwewt! 1 vrc SkeNhr.ro tlelet+R.a„e ,RM rtRe q. M( Wtnsa«nu ams,aak.,aro a+Tlenk,aa. seGes ae,a a.e_<.wan tga».r: . s i.+n tba a IN iAnthony T. Tombo 111, R.[. sneap. ,n,w.n kYdaq,w or.,msarae.a..R.a.a...,.aa s a Mt,u»to.,q.ss..ae,.a.,.,ant Caat.a n, Ma;..rt e.ee.ami. rtr grnaan, ral.a.,a,u as r,.u. .aaq w,aip a.r....,rx.rsa nxt,sraamp.,.rma -- 80063 as.atiyOes+PwwetwewnsluxioW.mtaaaeaepxaea4ga,awsantANa{twaawsmnMM .NS(tW4+reMlnarSUAee,a.wd* ads.1l11aMske!erranYw,a4raxsaaeGnsaxuga.Ta,nfR— MI ,iwwaw,awnns ne NXaaq, ienM.pal qp e.,mp k.9i awea, tk R,;r Map [ryseauk;[a, kaq A.,,pa e4inr `t EpMraw IM aN arA&M ast xee NMlx At 445, St_ Lucie Blvd. 20146-11Wkessa Fort [>ietce, I L 34946 Mr''1-6ada4Y(.laabo iq.P.E.leysNadian al this iomaen.ix ant teta. rs pa4diki wiMautx Rrtuee Pmaissiae Goa Ml tat [nsses FxtbayLlaabNq: P.(. Job Truss Truss Type QtY Ply RYAN HOMES / LARGO v1 WRCLG1BE9 A05 Common 5 1 A0219164 t Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:34:51 2018 Page 1 ID:hA3xRN7kHBGY sQsevncy2zOBnp-VM2WOjVM2teKmaHByB?PprObgaR395hkLWumMzuglo 1-0 _ 8-0-0 _ 15-0-0 22-0-1 30-0-0 _1..0-Q 0-0 8-0-0 1_ 7-0-1 7-0 1 _.._.._{ 8-0-0 1-0-0 4x6 II 10-0-15 5.00F2 4x6= 3x4 = 4x6 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.43 12-14 841 360 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.68 12-14 533 240 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.08 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.18 12-14 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 2-2-0 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 = 1260/0-3-8 (min. 0-1-8) 10 - 1260/0-3-8 (min. 0-1-8) Max Horz 2 - 118(LC 12) Max Uplift 2 - 374(LC 12) 10 - 374(LC 13) Max Grav 2 = 1260(LC 1) 10 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-944/109, 3-4=-2207/1601, 4-5=-1996/1528, 5-6=-1909/1552, 6-7=-1909/1552, 7-8=-1996/1528, 8-9=-2207/1601, 9-10=-944/109 BOTCHORD 2-14=-1295/1966, 14-23=-737/1363, 13-23=-737/1363, 13-24=-737/1363, 12-24=-737/1363,10-12=-1299/1966 WEBS 6-12=-4711701, 8-12=-425/553, 6-14=-471/701, 4-14=-425/554 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 = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=374, 10=374. LOAD CASE(S) Standard Dead toad Defl. = 114 in iR 0 4.6 II PLATES GRIP MT20 244/190 Weight: 137 lb FT = 0% MwayMsu Mltgll!ree.aM"F-il(If'iRa!fa,4.tk;r afa37AiI tl1S 6:9atH04fIS(Jf CM f-i@ftE"!(a4r:faWfMr knlenn ku ptewatMnq MerMMs l,atksip are"ag;IOC';MM1rMrgl laeb A. t'Edem't tkn Hhn ru Wrct Annn twhiwMfq.rdt atltxraMdwttwakeWka Mkkrdak Ire:sOxpfaµ+w:ahEap+x%Mgwvt geuMawpnkedMpatwwNqpwaampwM»btrksgdMup trKtkprMwMlOfMitaawll lkks}eNpat,Mkptrwkrt.up69a MaAnthonyT. TomboIII,P1. rgrxdk-., rtr4wrkaYyhM tywtda9raMb.m,Ma"sr M1k,eaepanMF.IMiferyw.,MUAnantlli.M warkbrdrrilAgtMrMR:.I. MerpelNaMlflwlgraantaMM1st..kawWON., 4"a ? 8008) kkaMkwwEddik0-4Mi+Mkf a! fnra tlRw.M AapFs to Md M10E M'e Mantt Wryadriane kaiq [ra wel4hn NaslM,Et NMtkE E. rn Mi.A.t:awmMM paws Mawr. tn-edrsM:rNw 4ai es MakwiaM ha;frwpa. Tres+ ksP tMMn se first K.*fte. nkss eM•'m! idueaM n:Mwp reek ga.2.,ap kra pores wrakN. Ik fro:.kcp[ywew s1tEM fawaafawpw.w kns Nike tryMn aeq kaiwy. dl epa111te/ma. wrttwawa w.sq.f Wt St. Blvd. Zt r-att F:ette,IL -34946 as es Whay r. Tombs In, ll. truss w1 ss Iype Qty Ply IRYAN HOMES I LARGO v1 BE9 AO6 Roof Special Girder 1 A0219165 At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 122017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:34:52 2018 Page 1 I D:hA3xRN7kH8GY_sQsevncy2zOBnp-zZcuc3W_pcnBOksN WvWeL3mlO0vToYcgy?GRlozugln i- 0 6-5-8 10-8-0 14 4-0 18-6 4 23-0-0 25-2-15 30-0-4 1-0- 1- 0-a 6-5-8 4-2-9 —f- — 3.8" - f -- 4 2Ai -_.. 4- 5 12 — f 2-2:15 ' 4-9_1_......Q 4x4 = Dead Load Deft. = 1/4 in 4x6 = 3x8 = 500 MT20HS= 3x8 = 6x6 = 4x10 =, LOADING ( psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft L/d TCLL 20,0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.29 11-12 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(CT) 0.57 11-12 633 240 BCLL 0.0 Rep Stress Incr NO WB 0.86 Horz(CT) 0.10 9 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Wind(LL) 0.33 11-12 999 240 LUMBER - TOP CHORD 2x4 SP No.2 "Except' T3: 2x4 SP M 30, T4: 2x4 SP M 31 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-6-8 oc bracing. WEBS 1 Row at midpt 5-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. ( lb/size) 2 = 1835/0-3-8 (min. 0-1-8) 9 - 2787/0-3-8 (min. 0-2-5) Max Harz 2 - 86(LC 12) Max Uplift 2 = 542(LC 8) 9 - 933(LC 9) Max Grav 2 - 1835(LC 1) 9 = 2787(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-3639/1088, 3-4=-3330/1034, 4- 5=-3313/1022, 5-6=-6077/2040, 6- 7=-6077/2040, 7-8=-5802/1953, 8- 9=-5878/1975 BOT CHORD 2- 14=-979/3280,13-14=-1598/5344, 12- 13=-1598/5344, 12-21 =-1690/5418, 11- 21=-1690/5418, 9-11=-1729/5318 WEBS 3- 14=-325/297, 4-14=-665/2263, 5- 14=-3079/1134, 5-12=462/1043, WEBS 3- 14=-325/297, 4-14=-665/2263, 5- 14=-3079/1134, 5-12=-462/1043, 6- 12=-269/195, 7-12=-325/810, 7- 11=-383/1293 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; 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 100 lb uplift at joint( s) except at=lb) 2=542, 9=933. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 290 lb down and 200 lb up at 23-0-0 on top chord, and 1544 lb down and 547 lb up at 214-12, and 365lb down and 119 lb up at 22-114 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) 30. 0-0 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 171 lb FT = 0% Standard Vert: 1-4=-60, 4-5=-60, 5-7=-60, 7-10=-60, 15- 18=-20 Concentrated Loads (lb) Vert: 7=-193(B) 11=-365(6) 21=-1544(B) n^ aa-Neu 4ae hre»r. rte ki la"7: ?!t`SS "}.! f,: dGtAtRW4l.ae nes;7f?UAfitYY;r?unmxtloakar bee tech auN Msmaas Msal MraMt Gn, kupAea Tta}WMam.Wl f W.H aeAne»s Shkad.nw k4n M!»ua mM.,mlat. a4 tiler saraN M4ccMlkn.N 4tbtla4k,M. As etas, @pup him y.:,`.a;aR fad„muAasN@4,r}rn.asa»;ryq.rr rler NrasuwAanmraarr{araa»Mtrksgr4M s»clef ;1a 41aaa lW alr«a»tnl. rxmp. nsa4aas. 4"noo.r.'low. a. aaror;»,rwaetaah»ae,alar.xue rr ae a.a».. a. a„ar raNeud.l»e»a<wd ens».. a, .n. aa, Ri a. a/st rr a. ,r.wtr.i eM»dea. tat wr s4 awH Nexrrn.. miwr ,4 p.. w<`at,rrwtr. wrtiwr. ana:a Anthony T. 80083TombllE, P. E. Ma*' F Nr laa»M aaa4, rN wi4ne. tta alae N»Ma as re4etas dlk pplrl haaaeN SAeN 4baaae!NiF aNFtNhI"MW/»e e4awablaaN NNse, lRi aaasMny.ewa»r xl a,aes Ilkaruk».Lin Mqt hNaa al insr MaMO»a.ak" 80081 Mawr Math r;aaangrM pMarmghra aaea bNrN-fk Gxts O,tp(yaea,s lFllMa»Naa M:INr-alecc },r4s hear'/a7fw.>Bq as cpMtN+pat aen Ma/a Rot. fort l er , fL Blvd. t Fort Vierce, FL 34940 taPPNl10261l61 Taal € rassrs-AaAoat 1. Tanlo Ill, P.E. Raprttatia of laraaroa.in eat bin. is Prolildai xnhanr!Ia Wince taraistaa Iron A toethones AcrAoq Cina6a tq. P.E. v1 A0219166 BE9 B03 Common 3 1 Job Reference o 6onal Isses, Fort Pierce, FL 34946, design@attruss.com T Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:34:53 2018 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-RIAHpPXcawv20tRZ4c2tuGJ17QEzX8i_Bf??rFzuglm 1-0-0 6-5-8 10-8-0 14-10-9 21-4-0 _+22-4-Q 6: f--- 6-5-8 - - i -- 4-2-9 .- 4-2 8 6- - 1-0-0 R. 4x4 = 3x6 11 5x8 -= 3z6 11 21-4-0 LOADING(psf) SPACING- 2110 CSL DEFL, in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.41 Vert(LL) 0.17 10-13 999 360 TCDL 10.0 Lumber DOL 1,25 BC 0.98 Vert(CT) 0.35 10-13 726 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wlnd(LL) 0.06 10 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 4-7-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 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 = 913/0-3-8 (min. 0-1-8) 8 - 913/0-3-8 (min.0-1-8) Max Harz 2 = 86(LC 12) Max Uplift 2 - 274(LC 12) 8 - 274(LC 13) Max Grav 2 = 913(LC 1) 8 - 913(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-923/55, 3-4=-1433/1075, 4-5=-1127/850, 5-6=-1127/850, 6-7=-1433/1075, 7-8=-923/55 BOTCHORD 2-10=-832/1271, 8-10=-837/1271 WEBS 5-10=-394/604, 6-10=-370/444, 4-10=-370/444 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=274, 8=274. LOAD CASE(S) Standard Dead Load Defl. = 3/16 in a o PLATES GRIP MT20 244/190 Weight: 96 lb FT = 0% Mroy-IFstt fww}kh rer+x M'lf NRf iN`.SF}'S:.FP-. 1rY3i ItiM5 6!EAifRM l fCiEQdf'M1€ri xfllQRElfit#tr M l rdt krgl e eepMrt W me We, rMt Inn M,ryk0.rt+e#t1QCi W M iNbME IK/f Yre' t i fdBwe Sb! Idar eu. Pktf brnrt R1ui ,M In, Iw Ntia<aaardattAtNWMWM'ItahrN. Attlmt9r,T Fepraoi.,`#aWgfryuM+;.Msaawl RF giesals<k:gPoaedMpdeuMd np*aairtipxaAw 6'Mkupola upfetm, WuMaMIiP k.Walffl. to ktgtasaerott, Wag iakMiseANvM! Anthony T, Tombo 111, P. E. W eud iBmkea MtYy it M,npldialAMOna.M 4w Maud ienea Mlnkn{Pnara hSr wk AM/LM U4Wtk Md nYlit N¢Wtr!i. Ih W"O.10/W e:i 0.W ru dM(ntt eOK 1w*4*w s'W **V.14 ""P.M"o Mr^>~FBnyw W(aliaW aa>.t FaMibiiF Wte Nrn WpMMeldb kil+iG+ranl khte bfnMM}ftldAA41hIMW31(AatrMwtpWfuwd ryMlR tlFl plan MatewWMt WfdatdMlts MMM.am Mip?egxitt W,rtVl Marlatax. oleo aluMxerAiANtOar, Wq>ts•nabh pmnaM.MIWInsMyt[ rc14!Mk9lrgknNaaH+tsS.matryaw.dalsang.ltl,gMnNmx;aeafdaee.fll7 45 Sf.L 61vd. Zt fort Pierce,,Ft, 14946 foryalkiC 2016A-I toot kaset- AeAoor 1. laebo 10,ff. Aetta}1.Imboili f-i. 1BE9 IB03GE lCommon Supported Gable v1 A0219167 terce, r-4 34y40, oesigngattruss.com Hun: 8.120 s Nov 12 2011 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:34:54 2018 Page 1 I0:hA3xRN7kH8GY_sQsevncy2zOBnp-vxkfOIYELD 1 vd I OmeJZ6RUFH2gpiGec7QJIYNhzugll 1-0-0 10-8-0 21-4-0 22-4 q 10-8-0 — 11-0-0 44 = STt 14 15 w 3x4 24 23 22 21 20 19 18 17 16 3x4 5x6 21-4-0 21-4-0 Plate Offsets_(X,Y)-- [2 0-2-3.0-0-4a, [14:0-2-3,0-0-4], [20:0-3-0,0-3-Oj LOADING (pso SPACING- 2-0-0 CSI. DEFL, in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL L25 TC 0.08 Vert(ILL) 0.00 14 n/r 90 MT20 244/190 TCDL 10.0 lumber pOL 1.25 BC 0.05 Vert(CT) 0.00 14 n/r 80 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 14 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 110 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-7, Right 2x4 SP No.3 1-6-7 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 21-4-0. lb) - Max Horz 2= 86(LC 16) Max Uplift All uplift 100 lb or less at joint(s) 2, 21, 22, 23, 19, 18, 17, 14 except 24=-110(LC 12), 16=-104(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 20, 21, 22, 23, 24, 19, 18, 17, 16, 14 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-115/271, 8-9=-115/271 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-" oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 21, 22, 23, 19, 18, 17, 14 except (jt=lb) 24=110,16=104. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard query-lgtx Gasp"isa.sr4-ftT tl65Ct,"SkUtr fUZ[t.;'fd41E41p1k4S:t'ilkl 14ttr}J„R1xKiP,l%IHA4'Iq>R. Mtr kxp lsrsasr s rn(tsr.sws trai w4agq 1@6; lw1 Ae iANa€. itsrllr:.W—wWw—ftwkna+aaaaia%'AaF 4fja path trot. iaaMtiddtb HHsh 1 I kzip ltgas.<.StttxNt igsa,9t tep Yt sgltO nxnecfauppxfxaxsdnus.H,M tat`!r}M34RIIb M4,,p A 6r i.0 l-",*.w Moof,. M H4 *i,t r<.emittt:..s,a,grraa,,,r,a.wm..n, ai.ariax„uagM.wt anarigra,.t«oM.ndaax.r c,t,w rrc q,.a.,tml. tiR pert «r swx.a ;,.rt., . t'n;"ansAnthony T. Tomb80083 1;:, U.x 80t}83 toptmr up+,tsattfx ra ts,waaxa [7e ee a, «urx.r atF«' t +n '+t +t ,•aewo.a,a4 mmir sr,r.,r M pHifAtb+ixM.tepttW Sds baMM"fir MNiRaJlxts.,dstasfs tAlMP<lril NhMtb,l4s R4M5tpk MktR017ht50etgaiMi RtUt!c pMlNSnt halMM1is. Rhtt rtsmrt eaM+staww qw ea hug tqa ci£`N{. 3r,>Rs.a t<axSnn e4orp a tea N>aa, eeaaawlsl,4.t 4451 St. i.ude BtvG. spytkpuraseL tkas Fort Pierce, R 34946 to¢ rrinl+i; 2&16 d-t Rwl inst¢5-AatMaer I teals HI tS teHrNaeRa at lAk NaarM, it at4 twx. 4 ttaYipM.Man i4a ainee pmarcsia hoa 4-1 tee I'll-Aal6spr 1, fsabxlli. Ft WRCLG1BE9 B04 (Common 4 IOIMMITAA\:ZK01 I A0219168 pierce, FL 34946, design(daltruss.com Run: 8.120 s Nov 12 2017 Print: $.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:34:55 2018 Page 1 ID:hA3xRN7kH8GY sQsevncy2zOBnp-N8HIE5Zs6X9mFBayBl4LzhONVDwQ?2DHfzU5v7zuglk 1-" 6-5-8 10 8-0 14-10-9 21-4-0 11-00 -- 6-5-$ -- — i -- 4-2-9T_ I _ 4x4 = 5 3x6 II Sx6 = 3x6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.17 9-12 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.36 9-12 720 240 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix -MS Wind(LL) 0.07 9-12 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-4 oc purlins. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation REACTIONS. (lb/size) 8 - 852/Mechanical 2 - 915/0-3-8 (min. 0-1-8) Max Horz 2 = 95(LC 16) Max Uplift 8 - 245(LC 13) 2 = 274(LC 12) Max Grav 8 = 852(LC 1) 2 - 915(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-923/52, 3-4=-1436/1081, 4-5=-1130/856, 5-6=-11311857, 6-7=-1440/1084, 7-8=-954/104 BOTCHORD 2-9=-869/1274, 8-9=-874/1280 WEBS 5-9=-401/606, 6-9=-376/449, 4-9=-369/443 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. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=245, 2=274. LOAD CASE(S) Standard Dead Load Deft. = 3116 in l' • PLATES GRIP MT20 244/190 Weight: 94 lb FT = 0% lore .tpx+pe`ii r r lR i3€i{-StUil'„Cl 11:?!tl'l t. €6i1y1"tr; dttx4wi3iMUC Yin MA±kip rrt+w4r+rrl feR al:M6es imtteWrlrr*W=t@6;wf At M w}iholt l.; tAmxr NtBMha,u. tlws, Afnvw axMmxt?r$r w<x.e.0 er rwi Kai, AfOonyT Tomt,o h'. P1, eveu antrr•.rko.¢ „a. uw.snrs,«.a i. : ,,,.pw.who„y,,,as.,wn.wawx.. a ;.aa n.r xr xax.t «w+ ..rt.t,.:,., airs r.:• .Ka.*wwra,.,r,. «x :$0083 p qa war x xa.»r,n a.ar rapr,air.wp +elk tr ,asfixaMakw:lttP =n eesxlw ewn d pwrpwn n,wrca wrxe, e+ ,earl e.,qx rtra a, erpr.«.er e +aa+x..,r 4451 St ;mw Blvd. s.r.,,r >E e:wntt sR qx a r:aq rt spin» xemd.la t,r prgstq«c,. rt a x.eq... r.0 t,wr lea e ra waradaea r «a+. Fort Pierce, t4 34446 teppgMl L Y416 A -I Raml trrsur Angenf L lan4a ill F-C- Repadxann at Neil dxrawnt, M onP fan4 sr peYib@e1.4Metl 14a wutea pe nizueahoe 4l IW tnezaIN PA, uou I cuss I russ I ype Qry Ply IRYANWRCLG1BE9 ____]CJ1 Comer Jack 6 1 Job Ref, Al Roof Trusses, Fort Pierce, FL 34946, design(ala1 truss.com Run: $.120 s Nov 12 2017 Print: $.120 s Nov 12 201 I0:hA3xRN7kH8GY_sQsevncy2 1-0_0 0-11.11 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 FBC2017fTP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc 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 wide. REACTIONS. (lb/size) 5 = 150/0-3-8 (min. 0-1-8) 3 - -10/Mechanical 4 - -5/Mechanical Max Horz 5 - 37(LC 9) Max Uplift 5 - -88(LC 8) 3 - -10(LC 1} 4 = -5(LC 1 } Max Grav 5 = 150(LC 1) 3 = 12(LC 8) 4 - 11(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10, Vult=150mph (3-second gust) Vasd=116mph; TCDL=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. 3x6 II S / LARGO v1 A0219169 s tional Industries, Inc. Tue Jan 16 09:34:56 2018 Page 1 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TC 0.17 Vert(LL) 0.00 5 999 360 MT20 244/190 BC 0.02 Vert(CT) 0.00 5 999 240 WB 0.00 Horz(CT) -0.00 3 n/a n/a Matrix -MR Wind(LL) -0.00 5 999 240 Weight: 5 lb FT = 0% 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. LOAD CASE(S) Standard aaop-Nwu Mn,IN reaM ne Ito, Fp55i.'•St; r" xr3ai ItMS a k'M@laa'la, la{7tW r'1R}:rt.YKltEaiFPrllfaPMa MM (n+* Eaant w,w aw, aa.s 1m, kuq&e.q 91aIwM 4aMq I EaMr .! i k4err Skx NM<m tek,s ak«nn s M m M t,,ar alitA axM MtctaX k,4dWra`Makew.A,airgtGes a lapwartt, yua4 Eape:er;Mudwan i q,hMaM.ryOataMga!wM apaerymtpas#k AthgtgeaM ;atb.Im bµEaaMNp bwMlltl (Rkaal va7Mn, araq wawiiMq+!a} Anthony T. Tombo III, f.t. w•udq,:m,War MddataM,nt«,WNaaY6.tt.hoe+n,.A n1d aF«MMAp a,gan..*. oa rtane rtM2A`wMaw a.kq,hw P,.I.rt. gpnaaMtClwhn,a.veMl,nr»mkq bMq. uap..,NMw M.e F«y waMh:e p.,s+ma B6041 M i+dNa 9et twEMnM wMn «d.klaowMw«rarwe nnrt.Nas p •w+ M krnwuus,aa n pit xs. Inie ,M,s urhM,weM,aMs,,,. en ..,Fs, k..pt wi>F,sMa,.-.ws: 445: St, Lucie 81Ad xM*nr Na,f F s:aaawas qa a. Maex I! q tr+ara,N. IM k+Mw Egsra a RI M Waaa@a,Na. a 4n, 4tka fapaea aar Mllq. as WNaN wr, m a Mal a ;µi Fort fierce, FL :345yIb CaprsipM 332AIk A I peal Grssas-AasFoay Ltan§o lN.f-E. taplNrniaa al do ktamaxaa oat tesa. is psoAi6ik/.il6wrtMa wslano pnslssieafoeia F-I toot6nsas-kAsoapLlowha lll.l.f. Job Truss Truss Type Oty Ply RYAN HOMES ( LARGO v1 WRCLG1BE9 CJIA Corner Jack 6 1 AO219170 com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 ID:hA3xRN7kH8GY sQsevn( F— - -1-0-0 f 0-11-11 I 1-0-0 0-11-11T 2x4= 0-11A1 LOADING psf) SPACING- 2-0-0 GSI. DEFL. in loc) Ildefl L!d TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 5 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 5 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10. Code FBC2017ITP12014 Matrix -MP Wind(LL) 0.00 5 999 240 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 pudins. 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.T__ __ REACTIONS. (lb/size) 3 = 8/Mechanical 2 = 130/0-8-0 (min. 0-1-8) 4 = 1/Mechanical Max Horz 2 = 35(LC 8) Max Uplift 3 - 4(LC 12) 2 - 71(LC 8) 4 - 1(LC 1) Max Grav 3 = 8(LC 22) 2 = 130(LC 1) 4 = 13(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5,Opsf; h=15ft; 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4. LOAD CASE(S) Standard PLATES GRIP MT20 2441190 Weight: 5 lb FT = 0% 1rmh.}-ftueu errrrMp r at `kl kk>)` R_43 ^tt '!'; Yk3F! Ic64'. A:-5A&I1EA5 ;'dti9M f'IPI:C)Al(R"iiF@rii£rr Mn lMlt kNp t'e^ent e4 nN b4, w Ms tnr, 0e>yr Mea 9CQ'}MM Ir}ap I [mob lR t i. Mtn:e httlAMe s Wnx N6Nwu arM w le l wU IkSsF<asmx Wlri uNkrnfix kt slRkkeid.A,tlmskerrgrlgaratlx.. weAgfryiwxi kQ `.e1Mfp IE@pxye+tem tt/Mf r:> d1 r IrnM% ! ktyAltvnFkl.tfq tkla G¢tCC wh wM lM1 1. ikksglnn peMt. 4hgt ra4S. WrMb Anthony T. Tomt)o 111, i. E. e+uam,irn,MUMhkRlsh ryKailwlAY k+ms,h C.er 4brrtxlhM aMkANq WvptAhta MFM .MRS dis bul kWns ukM RFL Rr gKrrd6Px meM rry keN aMhsr. Mh6ykMMF wgr,trsMraXuad trwq #khmP-00S9 980083 M Ndfgku(Ma[MnMr. A,"' W.kIkk M It F~ M r4o. Alk 1."ErTem A- lMrwxl IM, P"Od 1,M M WA.'"Wn M P-0ro.,IlI krPatMAlftsM1+Ml0se6mft r..=ms kmp hgsre M 1-K.*a..Wi' N sn Ma11s r;KaraNM n en kgh µnm maeM tk fnn Myr GpwaalTtM Mtlagkertpn eluss Sears Eplua 6rre ! ik tpMhM;Aa t.eaN gs:kFl tort l St. Lucie 81vd- fort Perce, FL 34{146 gpyMt) 261k kI Roal Fnssas - Alnkooy 1, to*ko itl, P E- Regroloniaa of dis /«eMor. fo ng tora,it preklaei .Monk M raiaoo Peafssfa her! 5-I Roai Fosses AatMop 1, Janke III. Pt. V1 1BE9 ICJ2E Jack A0219171 pal truss.com Hun: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:34:57 2018 Page 1 ID:UumEBPzQXokuwJ2P5W?E2TyuPIh-JWPnfna6e8PUUVkKJS6p261 oM1gYT?JZ6HzC Ozuqli 1-00 1-5-1 5 U4 = 6 v0 0-3-12 1-2-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.08 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.00 5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MP Wlnd(LL) 0.00 5 >999 240 Weight: 6 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-5-15 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 = 4/Mechanical 4 = 3/Mechanical 2 = 177/0-3-0 (min. 0-1-8) Max Horz 2 = 32(LC 8) Max Uplift 3 - 8(LC 9) 4 - 8(LC 9) 2 = 140(LC 8) Max Grav 3 - 8(LC 3) 4 - 11(LC 3) 2 = 177(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=15ft; Gat. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=140. LOAD CASE(S) Standard IMisxaneax biers sM9kttMMaxle«k,«e.F.6nsa<„}e.`w+wt4-`Mwrtegner,auentn te6.t us «are«r«Ak r,M,';ura «gar,«}rnFw:iw tnafsupRrr*jetm.,l,aaaetaFaa«eer rni.r««pry x>e, Mcq u lees. waam Anthony T Torfbo [I[, RE. Zt«.de+,.,,a,«waq,«,y»,r<in,.rMa««we.,«,aam.ea««.wafk,,R«a+...mr«a<eto.xNnr«axNtnin.amamrmnw«era+-& 06&l e4451 St. Lucie Blvdtuft Pierce, F L 74446 Crypyhfl lQl4 Ml taoi loses-AaMooytlan4o ftl,t E. teyrNonion al Mis lataeent. fn any 1etn,ls peMilirel xAhoutM«Mrnen ryfmsioetre+A -{laol tusszt-AaMagLtwaW iP: rF. WRCLG1 BE9 I CJ3 I Corner Jack 16 I 1 I A0219172 At com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 21 ID:hA3xRN7kH8GY_sQsevncy 1-0-0 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 0.22 Vert(LL) 0,00 4-5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.01 4-5 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Wind(LL) 0.00 4-5 999 240 Weight: 11 lb FT = 0%4 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 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 aecardartce with Stabilizer Installation ulde. _____—_ REACTIONS. (lb/size) 5 = 19410-3-8 (min. 0-1-8) 3 - 69/Mechanical 4 - 28/Mechanical Max Harz 5 = 69(LC 12) Max Uplift 5 - 72(LC 8) 3 = 57(LC 12) Max Grav 5 - 194(LC 1) 3 - 69(LC 1) 4 = 51(LC 3) FORCES. (lb) Max. Comp,/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-166/258 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 Extenor(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 100 lb uplift at joint(s) 5, 3. LOAD CASE(S) Standard amq-F1aett fl pNe rvu+r WkI 1W ?wll4 t1ik';.4fR2{!I'tA!',b',-x•Rtl4(4f75ihd"W"rtxlMlTtFPi11}1f Me trtM krryt lamfAat Md rai Ntetaar,I—k,wk,,,jK, wi mo,l lurk mto—ShchM +u "1' ".1. d,l a Re In ah IgltilsMM NNec ittllktNl tx It iM rrk edd.A,tlre,s8s,p Egtroe,e..SN<MM Fgna+'y.MsdlNNi?64 ltrt.16,RNettaue Alh pdt,sbxd ag+enM mlNi 4l! :eh,q d'k ,tqM trot hrtMNRR4 Nit NNt f!!i. `k htgt nswpws, rNKnrt. uron.Xr Anthony T. Tombo 111, F.E. Mrodf tuts dw wr NM"l ltM mtwtq,dlepwn,k4.Nt, MmrN gnar ne Ml6 kge.Nir uh dMK.MA(alhhnl YnlMq d,NtlRd.Ilt gpaH d!4elOIM.r Md nedpe lrnx NNwt kNSq tMge. h+ldYe Mf kwiy tM`Ih tr ttNwxMihd BOOS.". ih WMq 9a,rym NetNo«M IN Mh WM4Ut 1A5MhryxRr N1{TNbndae MiNar (t,xx Shh blhgM,YlS4r 5NlYe lyMSxA wrdmp±d t padtwdr„t N'F?fdMxMnNnuYMttMkMnd Rhn,kgNr. h.tsMwtNrm uW'tlnts 0W.W.. NM, 4451 St. i-ude Blvd. Nrvme MhaNbt wat t¢at qN o.eogh dlrpq -4.9Fort Pierce, FL 34946 gpilkic 2014A Itootlnsses Ag"I'lo"6111;t-E Aodoer[loobo In r.E. runs Truss type Qty Ply RYAN HOMES !LARGO vl _ LG1 BE9 CJ4E Comer Jack q 1 A0219173 Jab RefarencejopGanal) of Trusses, Fort Pierce, FL 34946, design@at truss.cam Run: 6-. 20 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:34:59 2018 Page 1 10:UumEBPzQXokuwJ2P5W?E2TyuP1h-GvXY4ScN9mfCkouiQt8H8XY7srUOxvpsZbSJ2uzuglg1-0 0 3-5-15 3x4 = Q-3-t2 3-5-15 LOADING (psf) SPACING- 2-0-0 CS1. 4DEFL. in (loc) I/deft L/d PLATES GRIPTCLL20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) O.01 4-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL L25 BC 0.14 Vert(CT) -0.01 4-9 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017(fP12014 Matrix -MP Weight: 12 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 3-5-15 oc puriins. 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 = 72/Mechanical 4 = 36/Mechanical 2 - 227/0-3-0 (min. 0-1-8) Max Horz 2 = 53(LC 8) Max Uplift 3 = 44(LC 8) 4 = 30(LC 9) 2 = 163(LC 8) Max Grav 3 - 72(LC 1) 4 - 53(LC 3) 2 = 227(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; 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; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=163. LOAD CASE(S) Standard Zt• rt.l-Iingn Ilaq rwx pe At t4 , i1rSSC, E'k.Er'; 4(A1i11'.IN•6.!NElIICM.d{i lit l81`YltArrOrttKiklf faN }pry qtT p frxt q{ q/ NNt N!EiF Irgt I.vp McNI!t0."lNOu Mg1ru r IN# N 1(Igerzt 4SNtgbr. w Mkn peta,q ngri IAr.aJr fpirr tpNM NNet rMNggH rt!rUNN rMN.A Irrys @uqs llpnlM L, Sr«aAt ErMN!.!; Oe tpggt F88+geeaM! tt;rryrtt.tMPNeap.1.yq.qq}tnpNvlN}p:Yktg..IMFaA.tmtlgaMglxfl6 Nh alit ifl 1. Nanw—osipwt, N., tNrgrrt. 1p 0 Nr.q.F,ry,,«maaenitaayN,win,er n. .ac. tq.rza aa wanrary .N rgq.Ian r.a.ptq/n4ma,agr< rNm.E. rN4pgN Fn.slNlronFggrealmt..aatraaNt.Fq«.,,,wnnNgaw«+rw q r„rNwerrq Anthony T. Tombo III, P.E. Ne PNq 9.pNrwlNrxxr 11N4rta q}. k W ayfur"WOO r^s"aiON rrinW".N SAO Ngrgaa'xSt l.Y4+kr it lR.q WA a. pN.db, . tKiNhn MN +.ArN+Ni M.tA.e hrs,re 80083 AN nx NMNl.r[NN.a.q.na. Maq a, Mw Nt.-.44 INfncrrriptai gr 101%Aw4asti'"p.a 4+c, hqa. tgra, PwwNar tANaNi'"e,wq&AW."n1 N.. rq.a.'ns Mty. E>gnn.N lqn NnN.+rga. arras 4441 St, Lucie Blvd. Fort Pierce, FL 34446gtryM "1@IA A I Irelurns-ArtWrtLirNPr tlttt. trprrlrrNar rf M1isfarmrrrt. it say Mrr.i}pr6rinel xalrgnMr aEtMa trrrritirorfrar 4-1 lrrltnxsec ArhrgLlaeN 8l, t.E. Joti-_._ Truss Truss Type Qty Ply RYAN HOMES / LARGO v1 WRCLG1BE9 CJ5 Comer Jack 6 1 A0219174 design@altruss.com ----------Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:34:59 2018 Page 1 I D:hA3xRN7kH8GY_sQsevncy2zOBnp-GvXY4ScN9mfCkoujQt8H8XY16rR t xvpsZbSJ2uzuglg 1.0-0 4-11-11 46 II I— 4-11-11 4-11.11 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 0.57 Vert(LL) 0.02 4-5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(CT) 0.05 4-5 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 3 n/a n/a BCOL 10.0 Code FBC2017fTP12014 Matrix -MR Wind(LL) 0.04 4-5 999 240 Weight: 17 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11.11 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabthzers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installahongwde. __-, REACTIONS. lb/size) 5 - 268/0-3-8 (min.0-1-8) 3 = 127/Mechanical 4 - 55/Mechanical Max Horz 5 = 109(LC 12) Max Uplift 5 - 77(LC 8) 3 - 98(LC 12) Max Grav 5 = 268(LC 1) 3 = 127(LC 1) 4 - 89(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOR CHORD 2-5=-228/343 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 farces & 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 20.0psf 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. LOAD CASE(S) Standard 1pMr tfine lwwtMerzm lE `Al19QE Ifi'x k.i7n s(e)u I7a36.i1%IIPISIfStBYr,"!6t`,t-SMIIC+#if@NINr Mra IMh lrre^aMred wi wMipe,i lnn Qe eArt+w`lAkw/M 40 tl Etak@ei lY«tsn SwSkNe act Mect ker riu t NmMiG. nk WlM eauu Mln tMNkeM MileirClNMN. erelra;sinlr. hpne!is..*-k'14—Gl'maenTOO 0. PMnwxal—"Anthony T, Tombo 111, P. E. Mv+Alr.,.sr N en Maq kM rtiryeuslhdee Q art.ee 6.xh Meriti epen ae kdfq ie:gn..nee MMAIe I(. /t l[Mle b+.i Mib iMeM fR-i. Yle gKeMdM[CIal Mgei udle b.st.. Mn.iM k'ele4 McM.ewCaiaMMer aNkMmMMuhd 80083 h Wllry 6a pFlq tneM. ler,MstrtMelk lBN eMle pecles MrndMsaleM+fq(salaed S6tFIMeeM;xNl pA>ielhfRM17(dn<da aMpaxi pbee. UFl abtSle nsra,iUrf alMMellk 4nt Prthpn. S,ErS keee also of Iris' ea.lx . WN' 4451 St. Lucie Blvd, wM.ea FMelN eiael MM qal k Mrin aeN.N Ih kv:s lava tge<+n rceit ee W ariM .eh.0 4nu Fryen.*#aim Ap,pelNtN acc lenHNM DTI Fort P,.erce, FL 34446 R ( rypyk Y914 A-t ted 4esses-AeHalrLlanio fU, t1. &tYtNeaion of This lnuaat. ie let tan.is P440ei.nb"I*.04. nacniae boa 4 1 KW44isa Al4oerGtoe4e I rUSS I IFU8S type Qty Ply RYAN HOMES ! LARGO v1 ] . BE9 E01 Half Hip Girder 1 1 A0219175 ron rrerce, rL avyva, oeslgn( altruss.com stun: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:00 2018 Page 1 ID:hA3xRN 7kH8GY_SOsevncy2zOBnp-k55wHoc?w3n3LyTv__ag Wg15E3EnkgGUOoFCsbLzuglf 1-Q-0 3-0-0 8-8-0__. W.... 2x4 -- 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 FBC2017fTP12014 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-5-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in - accordance with Stabilizer Installatign_quide REACTIONS. (lb/size) 2 - 462/0-8-0 (min. 0-1-8) 11 - 377/0-3-8 (min.0-1-8) Max Horz 2 - 69(LC 8) Max Uplift 2 = 297(LC 4) 11 = 259(LC 4) Max Grav 2 - 462(LC 1) 11 = 377(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-750/506, 3-12=-670/484, 12-13=-670/484, 4-13=-670/484 BOTCHORD 2-6=-477/663 WEBS 4-6=-347/460, 4-11=-426/290 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. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4x4 = CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.43 Vert(LL) 0.06 5-6 >999 240 MT20 244/190 BC 0.33 Vert(CT) -0.07 5-6 >999 240 WB 0.42 Horz(CT) 0.01 11 n/a n/a Matrix -MP Weight: 39 lb FT = 0% 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) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=297, 11=259. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 93 lb down and 119 lb up at 3-0-0, and 39 lb down and 47 lb up at 5-0-12, and 39 lb down and 47 lb up at 7-0-12 on top chord, and 52 lb down and 110 lb up at 3-0-0, and 21 lb down and 45 lb up at 5-0-12, and 21 lb down and 45 lb up at 7-0-12 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, 5-8=-20 Concentrated Loads (lb) Vert: 3=-26(F) 6=-41(F) 12=-11(F) 13=-11(F) 14=-17(F)15=-17(F) yrNwn aln...e •ttta«u anaz u^;aAtAt:r x A.:nan tsm uNl-rm!nur atnwt>,rMa rtrmti,4.w,w+ra,NataNtD<epAs.gp;odmreAryt tewtw.e_ 1.n ts.rwe.+o w s,.x«.N,.N«n taa. Wlet te.enu prN nxknNbxa'ICkkrM.M lnsAnlq+tour_aaAr(rytNr,.M4NlxfnfdA.vrnrurax,rM+KrlllerygNtNinpexnlinP'+s INn As lr hsNrNb inftO..MeNNpt lAA pl Nftl lR t. Idea rp :.q&trs, MpM tNNANe. wxam a.Nr >in[ ar Mt. r«In,dMA .. a.,MnMb4N «A<W .»4.. r,aam4eanrtNr z, na.etot. az .gemroA WN Nekt,.ct Anthony T.8Tombo0083uc4451 $t. t1[, F.f_ u"°w `A"' ++' wy NNA mt w Na.i Mtr,•,xar,alr yw•.rter.,pzmrcrN M IrAlw Attgxr wt4NRUM ek NNt[PM Ra iAG 1N7i MN'+NsM ptNNes Alfe M{My(Nynnllhry NMrhn XSf ldbMhIYMSKl ee nlataN lv F.rrtf rM.rtt lflI Matt M nMs4NMS MRAtra Mi,t,leupn .cgs k5ip:ywe wllnu xutk.Mn. nFts L' BlvdMaxroNleNhliNekiqrMpwae,nq HYl AxxN nnhxi. IR trr Mts(t 6lunenl&'I Or MNq On,Mn. Lnr SrNex. hpon doe MNq tq NxMgtN.ax; aruMMNx MI 'u L . rrxt Fierce, Ft 3494d Kpylu 2AlA 6l Ruxf 6Azsez-AapmA1L[egba tlh P.E. Re@rNYniAa nl4is iaesAn.{A o1 M1re, is preg4iki r§Aaai;Ae aE4ert PeE eisdAxhnA A l Raaf tosser-ArrMoAA t.laa4e lft P,E. WRCLG1BE9 IF03 I Hip Girder 2 v1 A0219176 J Trusses, Fort Pierce, FL 34946, designQaltruss.com Run: 8.120 s Nov 12 2617 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:02 2018 Page 1 ID:UumEBPzQXokuwJ2P5W?E2TyuP1 h-gUCgiUeFSh 1 nbGd16?i,_IAASp2M188nIGZhzfDzugld 1-M 5-6-0 10-6-9 15-5-7 20 6 Q 26-0 0 27-0-0 5-0-9 -- I--—4-10-13 f - 5-0-9- 5-6-0--- Dead Load Deft. = 7/16 in 4mv ir} 0 27 28 1. 29 30 1131 — 32 33 3x6 = 1.5x4 11 3x8 = 5x 10 MT20HS- t5x4 11 3x6 = 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 FBC2017/TPI2014 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. BOTCHORD Rigid ceiling directly applied or 6-3-2 oc bracing REACTIONS. (lb/size) 2 = 1869/0-3-8 (min.0-1-8) 7 - 1869/0-3-8 (min.0-1-8) Max Horz 2 = 28(LC 4) Max Uplift 2 - 1302(LC 4) 7 = 1302(LC 5) Max Grav 2 - 1869(LC 1) 7 = 1869(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6459/4470, 3-20=-8990/6251, 20-21=-8990/6251, 4-21 =-8990/625 1, 4-22=-8990/6251,22-23=-8990/6251, 23-24=-8990/6251, 5-24=-8990/6251, 5-25=-9015/6270, 25-26=-9015/6270, 6-26=-9015/6270, 6-7=-6455/4468 BOT CHORD 2-13=-4308/6242, 13-27=-4333/6271, 27-28=4333/6271, 12-28=4333/6271, 12-29=-6212/9015, 29-30=-6212/9015, 11-30=-6212/9015, 11-31=-6212/9015, 10-31=-6212/9015, 10-32=-4302/6266, 32-33=4302/6266, 9-33=-4302/6266, 7-9=-4277/6237 WEBS 3-13=-244/389, 3-12=-1983/2917, 4-12=-529/321, 5-10=-541/325, 6-10=-2007/2948, 6-9=-239/384 3x4 =. CSI. DEFL. in (loc) I/defl L/d TC 0.93 Vert(LL) 0.8410-12 370 240 BC 0.81 Vert(CT) 0.8910-12 350 240 WB 0.56 Horz(CT) 0,11 7 n/a n/a Matrix -MS NOTES- 1) 2-ply truss to be connected together with 10d 0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) " This truss has been designed for a live load of 20.0psf 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1302, 7=1302. PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 218 lb FT = 0% 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 228 lb down and 231 lb up at 5-6-0, 79 lb down and 98 lb up at 7-0-12, 79 lb down and 98 lb up at 9-6-12, 79 lb down and 98 lb up at 11-6-12, 79 lb down and 98 lb up at 13-0-0, 79 lb down and 98 lb up at 14-54, 79 lb down and 98 lb up at 16-5-4, and 79 lb down and 98 lb up at 18-54, and 228 lb down and 231 lb up at 20-6-0 on top chord, and 134 lb down and 196 lb up at 5-6-0, 58 lb down and 82 lb up at 7-6-12, 58 lb down and 82 lb up at 9-6-12, 58 lb down and 82 lb up at 11.6-12, 58 Ib down and 82 Ib up at 13-0-0, 58 Ib down and 82 lb up at 14-54, 58 lb down and 82 lb up at 16-54, and 58 lb down and 82 lb up at 18-5-4, and 134 lb down and 196 lb up at 20-54 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=125 Uniform Loads (plf) Vert: 1-3=-60, 3-6=-60, 6-8=-60, 14-17=-20 Concentrated Loads (lb) Vert: 3=-181(B)6=-181(B)13=-126(B)9=-126(B) 20=-79(B) 21=-79(B) 22=-79(B) 23=-79(6) 24=-79(B) 25=-79(B) 26=-79(B) 27=-53(B) 28=53(B) 29=-53(B) 30=-53(B) 31=-53(B) 32=-53(B)33=-53(B) Ifiyq-ryeylle,llh ternM`F.i107 VISE 5:=1r1;ii3F±1'IkSlErlkkpil0.i E3iipYt"rg7'fi ll1{eitl4iMf5r Mn rM¢Wlp ptRwrIYN,WKe apUS bfrt6, yl Mc"wl:l[P.!wlNilpwrll}[k%r!IpnattSktt lMlene Fdrtl+pawrt tMNaMipl,uh 0,7-.* Mkt M krxd. pk TK. it Nm. FIY Ir hw 1"-4a. Sl(4p-e>rrp+n no epAnthony T. TOrnbo 111, P.1:. N+ kak sl„,k.xapMtta„y.t.zarappo.M.p,apt,m«aK l.plkruala„*R,.p<wk.lak a.rkEwn.kpE rrrrtIW"r"asWOW Wk4,.Rmr„„Ikaw,kki',MpR.k wal. k.R1}++k4.,-,p.,.Rptx ,80083 k GlkRkapr pelts+uM tNak}ca plklk l@GMaepMnWpleMxa dlk MwgteppYnl4Leh bMarRnRiNSSpMxkrk EFl x/SltF re tdR gMpmrY date. IRl pfaes Ae aywuMllYn MMuttkekntkwpe,'t+u k:tp ikpwa pt 4uslW.ka.u. aku 44$: $t, Wde Blvd. Ninvnl kllellht: wpMRu/gmx nwry h}p pme krNtN. Ik Sxtt kspr ERMnRrt M)Ik"kl Mlpn,R Urtt Start lRppk YpM kY1M}. Rq cMRRrrN ara: een fAxfrtipl r(xt Nerce, FL 34046 griykwtQl(A- I tRaI FII}SR4'AREMOIIr LIaaEY III, rt. R<OIYIWIIRP pE EMISIWYRMpI.p Qt k[p1,ISR/CM1 1EN YfMWnlM kllllfprMpltS1611 E1FA 1,-I tJpI tIY}ffi'ARIApY11. 10YlEY III, LL I uss buss type Uty Ply RYAN HOMES / LARGO v1 1BE9 F04 Hip 1 1 A0219177 I I russes, t-On Pierce, t-L 3484b, destgn((Daltruss.com Hun: 8.12U s Nov 12 201I Print: 8.120 s Nov 12 2011 MiTek Industries, Inc. Tue Jan 16 09:35:03 2018 Page 1 ID: UumEBPzQXokuwJ2P5 W?E2TyuP 1 h-8gm3vgftD_9dCQCUftDDINietSkJtdgSUCQ W Bgzuglc 13-0-0 18 6-0 26-0-0 7-0- 5-6-0 ---- t -._ 5-6-0 7q-0 5x 10 MT20HS= 3.00 rt 2 1.5x4 11 500 MT20HS= 4 Dead Load Dell. = 114 in 3x8 1.5x4 11 5x8 == 1 sx4 11 3x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.25 9 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(CT) 0.51 9 617 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.45 Horz(CT) 0.11 6 n/a Ma BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.59 9 532 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-11-15 oc bracing. Ln'TS'E:', recommends thatStabilizes andrequied bracing be installed duringtruss erection, in cc9rdartice with Stabilizer Installation guide`__ REACTIONS. lb/size) 2 - 1100/0-3-8 (min. 0-1-8) 6 = 1100/0-3-8 (min.0-1-8) Max Horz 2 - 34(LC 9) Max Uplift 2 - 730(LC 8) 6 = 730(LC 9) Max Grav 2 - 1100(LC 1) 6 - 1100(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3142/4437, 3-4=-3575/5084, 4-5=-3575/5084, 5-6=-3142/4437 BOT CHORD 2-10=-4207/3015, 9-10=-4242/3030, 8-9=-4250/3030, 6-8=-4216/3015 WEBS 3-10=-457/295, 3-9=-739/782, 4-9=-346/270, 5-9=-739/782, 5-8=-457/295 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; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load 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 100 lb uplift at joint(s) except Qt=lb) 2=730, 6=730. LOAD CASE(S) Standard PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 104 lb FT = 0% t•« aq-a"«Ah ne.'t-, mM t4'.is,v:a';seas t sataanen,A?naia r nrwrfbWtar r«a teara rrc..,me w,«xrtr«, a pae,«g1ea; «a w++wl re.a n,.e ra«e«e a«at.e,u aa„ea«,,,K nab«a,m_,at wrn,e.aMaeuaaktb«a'hoak,airatresa e,iet«Mhlq asawanb6,ge,ar«rc: e sa„»watpwrwtrr a aaxuu a,wxrmaaaa reawwMre1ta,e ,,« .w.e.mam AnthonyT.TomboIII,P.E. er,ua r«;,w«rrwa«t r,eyae,ewtaao-.a.a.e,a; ,waneietea«aawau,ta,:,,.are«a«,aarr.w.ateawt.wa,.nu4„ram-. wke rcaea+roar,eeabeHaaer,«,.,«warraawet. spe..,we..a«wwa,np.,nema s 80083 M ki Na«I FdtMrnl« ul aNr saeaa RlBOeNte pain MFaNM+dhpMNl e«M.nllaeh t/xmMaikSa pehtakh lM w{p1A «erMtacb at paaa ryava. itrl anxs 4rn NAAet alaMebb heti, aup«}ron ar4.t,,—.lmoK ft—..k" 4451 St. Lurie Blvd- M«.rc ah.bwe;aeaTae ya e,rcaaa t. al a«az eearb. is i.r, af,,a t+ye««aatah«aaa M+p«. r,r s S,aa, h@araa7 t x«r ;a aaMaa wae«e«wtaa»ml I -eft Perce, fL 34946 rylriRh'DE@14A-I Rael Gesrer- 41heayL1mie.111, P.E. RepManiea el An/aenea.fa aay lern,ir ehihital aaheat ilro«nttea Parwtissua6ea A I Real 1"'0'- Aink"y[letabe111 It, Jab truss Truss Type QIY Ply=HOMESRGO v1 WRCLG1BE9 F05A0219178 At Roof Trusses, Fort Pierce, FL 34946, designQa1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:03 2018 Page 1 ID:UumEBPzQXokuwJ2P5W?E2TyuP 1 h-8gm3vgftD_9dCQCUfiDDINjeXSiltgaSUCQWBgzuglc 1-0-0 _ 5-11-2 9.6-0 16-6-0 _ 20-0-14 26-0-0 27-0 0 t-OF- -j 5-11-2 r 3-6-14 7-M T 3-6-14 5-11-2 1-0-01 5x10 MT20HS= 3.00 f 12 500 MT20HS= Dead Load DeB. = 1/4 in 10 3x8 = 3x8 = 4x4 = 3x4 = 3x8 = 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 FBC2017lrP12014 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 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 = 1100/0-3-8 (min. 0-1-8) 7 = 1100/0-3-8 (min. 0-1-8) Max Horz 2 = 42(LC 13) Max Uplift 2 = 721(LC 8) 7 = 721(LC 9) Max Grav 2 - 1100(LC 1) 7 - 1100(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3253/4560, 3-4=-2778/4012, 4-5=-2690/3958, 5-6=-2778/4012, 6-7=-3253/4559 BOTCHORD 2-11=-4357/3140, 10-11=-3780/2689, 9-10=-3780/2689,7-9=-4369/3140 WEBS 3-1 1=-507/672,4-11=-690/414, 5-9=-691/414, 6-9=-508/672 NOTES- 1) Unbalanced roof live loads have been considered for this design. CSI. DEFL. in loc) I/deft Ud TC 0.8O Vert(LL) 0.66 9-17 476 240 BC 0.82 Vert(CT) -0.47 9-17 670 240 WB 0.21 Horz(CT) -0.11 7 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=15ft; 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 and right exposed;C-C for members and forces St MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=721, 7=721. LOAD CASE(S) Standard PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 110 Ib FT = O% xa**r f nrtaz.at'wnbnl 1m11 t r„;IAEusl.asu:mm*slNa smrruNma*.Em*Nnrnra taa,tnytr+<t,,d„tW,t«,ttet»aa,tM rkt pa;WwtwatlE EMkEnr karansttnkk,t«t k«tret.»mtNant a.rdr I*Fat.twtla ENkt sack WiamltakrM. 44t1mtMat Etpta+ie_ Mt bpat;,a<salNa*Iarttlt^At{ma:rtaatdlk pdf:swdrt patrAlenta:dibl.heN+kupd6c sa¢t1m:WttMantlaah tNa illJ. lkk qt n:tepwt,Nrt q tW4ttmNFAm Anthony T Tornbo III, RE. Wruddt'vmrawrb'tm:nrxsNdlnAM6.ta.k4.r4t11mtNtpanatkd*atMq:a.aaewa.'dfkbC4prWhndka*tINtWEt?.RtepaddktlNNWryN:NudmF.nc..adN+tkMagsmgr.ksktAmWkma*drdkhrrymtiWiyd =80083 me N N*NMgmr W (Wam amkt M W:N* la W ne Nakn W p klW t d IM MA/ (nptM Sdth Nandmt Mffi p15tk! h!k tN ylU rt sdaa<NW paed gnat IM1I MWs M ngnAiMet W tea d Rt hne Rupa.'an R.qt Yynw W Inn WMu?rd. aM: Mrtnu idnNMtiaen tpadganx+ay FNtams *rdeN. Ia br!ks:tt Eyetaa MifMkmt*MrRa.a Ln:.r:ka (rpra dtr!1mNat. acryMllN:wzt at nlma/•TI. 4451 r. FL Blvd, Zt Fort Pierce,FL 34946 bPr4ktri t@18A-Itaotilwat Ebo*PLlanbo tA. P.L Reptdnmiun alnd Am*m*n.in*nr krm.tsPr*Aibbnl web*ut;be wiN*n PNmisk*nb*mA-1 Ra*f tnssrs Ambo*r 1. lamb* Pf. 1\1/',IW IIV Il-J/ LAI\VV V 1 ' WRCLG1BE9 FG02 FLOO'R 1 A0219179 3 Job Referenf:e (optionaq Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:04 2018 Page 1 ID:IiA3xRN7kH8GY sQsevncy2zOBnp-csKR7AgW_IHUgamhDQkSrbGghs2)cz7bjsA4k6zuglb 2-5-4 4-6-12 6-8-4 8-7-8 11.6-0 13-54 15-6-12 17-84 20-1-8h-- --f--- - - F h--- -t---- h --- --i2-5-4 2-1-8 2-1-6 1-11-4 2-10-8 1-11-4 2-1-8 2-1-8 2-5.4 1.5x4 II 3x8 = 1.5x4 II 3x4 1 300 = 2 3 4 5 3x4 = 1.5x4 II 5x8 = 6 7 8 Dead Load Dell. = 3/16 in 1.5x4 11 3x10 = 9 10 4x4 11 4x10 = 7x10 MT20HS= 3x8 = 2x4 II 2x4 II 3x8 = 2x4 II 4x10 = 4x4 11 1 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 FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 `Except' W1: 2x6 SP No.2, W2: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 20 = 5621/0-5-0 (min.0-1-9) 11 - 4993/0-3-8 (min. 0-1-8) Max Grav 20 = 5621(LC 1) 11 = 4993(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-4027/0, 1-2=-9741/0, 2-3=-9741/0, 3-4=-22338/0, 4-5=-22338/0, 5-6=-25560/0, 6-7=-22233/0, 7-8=-22233/0, 8-9=-9830/0, 9-10=-9830/0, 10- 11 =-4044/0 BOT CHORD 19-20=011033, 18-19=0/18135, 18-21=0/18039, 17-21=0/18039, 17-22=0/25560, 16-22=0/25560, 16-23=0/25560, 15-23=0/25560, 15-24=0/25560, 14-24=0/25560, 14-25=0/18088, 13-25=0/18088, 13-26=0/17985, 12-26=0/17985, 12-27=0/1105, 11-27=0/1105 WEBS 1-19=0/9461, 3-19=-9174/0, 3-18=0/1436, 3-17=0/4698, 5-17=-3917/0, 5-16=0/1422, 6-15=0/1475, 6-14=-4030/0, 8-14=0/4509, 8-13=0/1547, 8-12=-8958/0, 10-12=0/9479 15-6-12 CSI. DEFL. in (loc) I/deft L/d TC 0.71 Vert(LL) 0.5915-16 400 360 BC 0.77 Vert(CT) 0.8015-16 294 240 WB 0.89 Horz(CT) 0.08 11 n/a n/a Matrix -MS NOTES- 1) 3-ply truss to be connected together with 10d 0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 848 lb down at 0-2-12, 845 lb down at 2-6-4, 845 lb down at 4-6-4, 845 lb down at 6-3-12, 845 lb down at 8-3-12, 845 lb down at 10-3-12, 845 lb down at 12-3-12, 845 lb down at 14-3-12, and 845 lb down at 16-3-12, and 845 lb down at 18-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pin Vert: 1-10=-100, 11-20=-10 Concentrated Loads (lb) Vert: 20=-848(F) 19=-845(F) 18=-845(F) 21=-845(F) 22=-845(F) 23=-845(F) 24=-845(F)25=-845(F) 26=-845(F) 27=-845(F) 17 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 326 lb FT = 0% Wakq-naukayk7mW.M LI IQ tq;1 "5.= r;,nfr3ti 1'tlfS 4,11maees itl{/fNli'T;r4kC 1NOFWFI'Ma. lealr loop falaNri wt<a/«k aAacImc kvplit"1N,WM4«Ik r Ilek W..tf IaWNsr ilekkkrew kk"O.-Iva roar IM. kk Wlet awitM M«s cidl kokl M Me K ak rh. A r trns W.s¢ tgale ns.. Spcak EerWN; fk ud p ap t66 rpetan M a;el d M pai;wNf apMtMmrasMAA. M M kssp4M sack !m, k}v Nk M tW I rNa llfr tk kup r /rM^Ws, Nogq ia/ewr. uad&Xr W-0tI 1.,,MNrlaikq skr,Wfwo4%,a.ra.an»,atNtlal,Nqaeaaawnrgel:yra...aa nxmu.a+xdlkMak:ryrle'wtr;.t rkpt,«aaMtae.r.IMka'elk Ior,a agwrn*a ckap.,kaiMak«q,kikaa,p.,wma Anthony T. Tomlx> [[[, P.E. aIMIYIrOeupaakfla« M.raNk,teal«MrsalNa/reMNkfpadar,aMbabgfleprlNxrHbGreMta{kNrpNkNntflNsalWrMalaNMparatlex«/.rnikn»sMagN, atweaa Ml rs,ks+pa.:aukt ptpmawtanvltakncaks; 80083 akane Nl+elh1:aaatgeN gkavrpw bai 1M9fi bNeN. Ik krsc CrtiN Eyikx aIEIAt I«aalaefpe.«h.a Sake fgaeaNM, trNatl. AR nIMr:Nalc.: ae eckMN a'Ir1. 4451 St.Pierce, IL 8lvd 444 FortPierce, FL 94446 Gryri¢ rt 2 1416 K I lOtlr CIa55tli-,1a1110111 L t3A6tl IN. P.E, ltlp/Mtlttion RI IGS IIDItlIMef. M tla1 hla, § pe6,laN W9114N;11a w111ka rNIei51Wa f(Ne 6-I liwl G65tt-AtlritlWy 1. IdRbtl III. P.E, HOMES / LARGO v1 WRCLG1 BE9 I FG03 I FLAT GIRDER A0219180 of Trusses, Fort Pierce, FL 34946, design@DaItruss com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:05 2018 Page 1 I D: hA3x R N7kH8GY_sQsevncy2zOBnp-43upK Wg81cP LSj Ltn 7FhNoo2KF PU L RQIyWvdGYzugla 3-4-2 6-4-7 9A-12 11-9-11 14-10-0 17-10 6 21-2-8 f 3 4_2 3.0 5 -- { -- 3-0-5 - 2 14 - i---- 3 06 3-0-0 Dead Load Deft. = 9/16 in 15x6 - 2x4 11 43x8 = d x4 11 1,5X41 46z8 = 3x4 185111 1 5x6 _ 8 rJ 29 30 t 7 16 15 31 32 14 33 13 34 35 t 2 36 11 37 38 0 4x4 II 5x10 = 500 MT20HS= 04 = 04 = 2x4 11 5x10 = 40 II 2x4 II 3-2-14 6 4-7 9-4-12 11-9-11 14-t0-0 17-11-10 21-2-8 F- 3-2-14 - 3_i-9- -----f ---- 3-0_-.5 i-- 2 4-14'-- f- -- 3-06 - f - 3-i-10 f--- 3-2.14 - I Plate Offsets [1:0-3-0,0-2 Q], f9:Q-3-0-t)m2 0] 11 0-5-Q,0-2-0j,-L17:0-5-0,0-2-0-j_„ LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.53 Vert(LL) -0,21 13-14 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.68 Vert(CT) -0.74 13-14 >335 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.82 Horz(CT) 0,06 10 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.18 13-14 >999 240 Weight: 227 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.2 `Except' Wt: 2x6 SP No.2, W3: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-11 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18 - 2242/0-7-4 (min.0-1-8) 10 = 2243/0-7-4 (min.0-1-8) Max Horz 18 - -24(LC 4) Max Grav 18 = 2434(LC 2) 10 - 2434(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-2060/0, 1-19=-633710, 19-20=-6337/0, 2-20=-6337/0, 2-21=-6337/0, 3-21=-633710, 3-22=-12851/0, 22-23=-12851/0, 4-23=-12851/0, 4-24=-12851/0, 5-24=-12851/0, 5-25=-12851/0, 25-26=-12851/0, 6-26=-12851/0, 6-7=-6338/0, 7-8=-6338/0, 8-27=-6338/0, 27-28=-6338/0, 9-28=-6338/0, 9-10=-2061/0 BOTCHORD 18-29=0/742, 29-30=0/742, 17-30=01742, 16-17=0/1 1 187,15-16=0/11187, 15-31=0/11187, 31-32=0/11187, 14-32=0/11187,14-33=0/12851, 13-33=0/12851, 13-34=0/11190, 34-35=0/1 1190,12-35=0/11190, 12-36=0/1 1190,11-36=0/1 1190, 11-37=0/742, 37-38=0/742, 10-38=0/742 WEBS 1-17=0/5843, 2-17=-550/0, 3-17=-507810, 3-14=0/1742, 4-14=-613/0, 5-13=-613/0, WEBS 1-17=0/5843, 2-17=-550/0, 3-17=-5078/0, 3-14=0/1742, 4-14=-613/0, 5-13=-613/0, 6-13=0/1738, 6-11=-5079/0, 8-11=-550/0, 9-11=0/5844 NOTES- 1) 2-ply truss to be connected together with 10d 0.131 "x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Wind: ASCE 7-10: Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opst; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 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) 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) 11 lb down and 29 lb up at 2-54, 7 lb down and 21 lb up at 3-0-0, 7 lb down and 21 lb up at 5-0-0, 7 lb down and 21 lb up at 7-M, 7 lb down and 21 lb up at 9-0-0 7 lb down and 21 lb up at 10-7-4, 7 lb down and 21 lb up at 12-2-8, 7 lb down and 21 lb up at 14-2-8, 7 lb down and 21 lb up at 16-2-8, and 7 lb down and 21 lb up at 18-2-8, and 11 lb down and 29 lb up at 18-9-4 on top chord, and 10 lb down at 2-5-4, 9 lb down at 3-0-0, 9 lb down at 5-M, 9 lb down at 7-0-0, 9 lb down at 9-0-0, 9 lb down at 10-74, 9 lb down at 12-2-8, 9 lb down at 14-2-8, 9 lb down at 16-2-8, and 9 lb down at 18-2-8, and 10 lb down at 18-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Plate Increase=1.00 Uniform Loads (plf) Vert:10-18=-10 Concentrated Loads (lb) Vert: 7=-2(B) 16=-9(B) 19=-3(8) 20=-2(B) 21=-2(B) 22=-2(8) 23=-2(B) 24=-2(B) 25=-2(6) 26=-2(B) 27=-2(B) 28=-3(B) 29=-10(B) 30=-9(B) 31=-9(B) 32=-9(B) 33=-9(6)34=-9(B)35=-9(B)36=-9(B) 37=-9(B) 38=-10(B) Trapezoidal Loads (plf) Vert: 1=-165-to-24=-235, 24=-235-to-9=-165 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1,00 Uniform Loads (plf) Vert: 10-18=-10 Concentrated Loads (lb) Vert: 7=-2(B) 16=-8(B) 19=-3(B) 20=-2(B) 21=-2(B) 22=-2(B) 23=-2(B) 24=-2(B) 25=-2(B) 26=-2(B) 27=-2(B)28=-3(B)29=-8(B)30=-8(B)31=-8(B) 32=-8(B) 33=-8(B) 34=-B(B) 35=-8(B) 36=-8(B) 37=-8(B) 38=-8(B) Trapezoidal Loads (pI0 Vert: 1=-189-to-24=-250, 24=-250-to-9=-189 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 1m1nf-rreads / hn A. onnnueo on page z ^-•••• ••r ew, NO Mmler- WkI IQ" 'k'9 itkll(IJkSt;9kMIIMR=DSFpIACWCsi7lllBiYef@ IfRt'M IMt kzgl.fkttwfiM MerwSrrtnrrinup prtinry'.IAC,NM4MwrI IKq(F.Ri Mnavtkakt-NkrsrO--.W0M1"Wh 1W.' e e0w,ri i, aAw w.k eklAnthony T. Tombot 111, 01. We0%0ret 4, wxbab}eM+npeadee dM eaar.MP+w iHMnmlpRagt kaNrq ku¢.e,bM akr,tllb4 M W WN We Er+r.Mq eftal .k. herypmiAM@Fsl gpNl.uRMf nt ixklnrteMYg. rMepp't9N4M•at bast wLk MatrwMdmd 380083 M tdMiG qre ae twMe 1pea,re!MbIk IBC eMb paMtsM1^a•w«aRGdbNtt"p+re Sae.Yl.rreew;NSFpeskihll?M4ItA at rlaw,NMittatipan Iry.ipMef M!eya.W.rn wl Wtl Mbvs,9e,,pn,:r«n b:rpr;.lnawlrte eaA:Ma.,6eff 445' St, Lucie Blvd. el .Mu iAM(N 1iMRa4MeMRrr hMwoearW.N tM frn ks,n tgere rf IyJtMiNlibtGuar.atreti Fhrtepm kprre91re1. dgrMMmhlrk:een Matxhltl. Fort perte, FL 3444b tM1Til6 +iRIf A -I Reef basso Aesboal E. iaobe ll(,fE. Repwwlia. Adis b'."It my tow's pwbiR04 xxbwtbo bsineo pemnsm.her.A-1 Rol Emot kahoeyl.b.b.IR.r1. JOD truss Iruss type Qty Ply RYAN HOMES / LARGO v1 WRCLG1BE9 FG03 FLAT GIRDER 1 A0219180 2 Ine. Le..fa...n o lnnrnnol truss.com Run: 8.120 Is Nov 12 2017 Print: 8,120 Is Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:05 2018 Page 2 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-43upK Wg8lcPLSjLtn7FhNoo2KFPULRQIyWvdGYzugla LOAD CASE(S) Standard Uniform Loads (pin Vert: 10-18=-10 Concentrated Loads (lb) Vert: 7=-2(B) 16=-3(B) 19=-3(B) 20=-2(B) 21=-2(B) 22=-2(B) 23=-2(B) 24=-2(8) 25=-2(B) 26=-2(B) 27=-2(B) 28=-3(B) 29=-3(B) 30=-3(B) 31 =-3(B) 32=-3(B) 33=-3(B) 34=-3(B) 35=-3(B) 36=-3(B) 37=-3(B)38=-3(B) Trapezoidal Loads (pin Vert: 1=-180-to-24=-215, 24=-215-to-9=-180 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 (pin Vert: 10-18=-10 Horz: 1-18=15, 9-10=4 Concentrated Loads (lb) Vert: 7=16(B) 19=21(B) 20=16(8) 21=16(B) 22=16(B) 23=16(B)24=16(B)25=16(B)26=16(8)27=16(8) 28=21(8) Trapezoidal Loads (pin Vert: 1=-132-to-24=-220, 24=-220-to-9=-132 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 (plf) Vert: 10-18=-10 Horz: 1-18=-4, 9-10=-15 Concentrated Loads (lb) Vert: 7= 16(B) 19=21 (B) 20= 16(6) 21 = 1 6(B) 22= 1 6(B) 23= 16(B) 24= 1 6(B) 25= 1 6(B) 26= 1 6(B) 27= 1 6(B) 28=21(B) Trapezoidal Loads (plf) Vert: 1=-129-to-24=-197, 24=-197-to-9=-129 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:10-18=-10 Horz: 1-18=12, 9-10=2 Concentrated Loads (lb) Vert: 7= 1 6(B) 19=2 1 (B) 20= 1 6(B) 21 = 16(B) 22= 16(8) 23=16(B)24=16(B)25=16(B)26=16(6)27=16(6) 28=21(B) Trapezoidal Loads (plf) Vert: 1=-131-to-24=-214, 24=-214-to-9=-131 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 (pit) Vert: 10-18=-10 Horz: 1-18=-2, 9-10=-12 Concentrated Loads (lb) Vert: 7= 1 6(B) 19=21 (B) 20= 1 6(B) 21 = 1 6(B) 22= 1 6(B) 23=16(B) 24=16(8) 25=16(B) 26=16(B) 27=16(B) 28=21(B) Trapezoidal Loads (plf) Vert: 1=-129-to-24=-197, 24=-197-to-9=-129 Rvrbq. Fkne+Mrw}Af.ra».( `F-i l9 rt ilGVS `t tr^RkTAY C1k1u0o'ettpl?Oe t^t4Cst^; xrM,FiFrflMer . smn asp frmeniwf xg shswas husMpOnwgp69;rlM wr lsh la t! hkartte usa Mae n! k±.u,an.x nagwee se.+p win OIwSIv M+k+ike k nNYe #a i1C 4 k 61. M has @ewr!+pMn o . `l+d! (pwep It setl a Ml t epnrm a xa}q.e Rb geh:Hxd weanA! rarw:aMe 4! !x Nep / M Fsr+ Inyt haka a 6e IQk aM Me tll . fx gsp ns.yawx, Mgq roes. rabMkr Msugex a.w.rrnrr:,,,p.,names,w.a„e„mrgp.a eapn.++s.aasa,atk:.rt.a[,aR«d .r.f t ewaher Ms xantae<css AnthanrT. Tambo III, RE. M"ra'g`3.+,wwewaeq ggre. mr.,wmsl 80483IM4*fb hstr'+rw (seals teeasc saM ep 4 MryMket al papg aaWslereear+g trap eMsgiar %(YegkagektR Nlti(An MawW 0.a psa s NFl spas M,eaMxwlMf NkMtaee hiss kw{w :sns ksp hemrtwl,ea wawr,a-.arcs aM1n MMeeMr[lreatgke NaenaaeM MXa bnGN ik hr. kcp [N* ttk;[M1+''bWBapp.eLas 4tRa(gataaMMNI. W:MUN sateRNelNN e'di cirt Pierce, Blvd Pert Rferce, FL J4446 CeppilM>j 1N16 k I laetheues 1,alUea7 L Te a6o tIt P-t, leprdatioat ohMis lerowteet. fe eet [aa, is yseMi4iu1 xiMwt the arfaen PawHsswe hae A -I IaA heua 6ettinar L IanEo sit i.t. ' LJab Truss WRCLG1BE9 FL01 At Roof Trusses, Fort Pierce, FL"34946, design@ 0.1-8 HI 26-0 1 3x8 1 s Floor 4 1 A0219181 t Job Reference o tional} _ ss.com rn Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:06 2018 Page 1 ID:yPUCgGfLZTgtoRCQb7?INaz2jnS-ZF SBYshmWvXC3tw3LmwwOLCEfh54umuAAfBo_zuglZ Dead Load Oef. = 3116 in 3x4 = 3x6 FP= 3x4 - 3x8 = 4 5 6 7 8 9 10 3x6 = 3x8 = 3x4 = 3x3 = 3x12 MT20HS FP-- 3x8 = 3x6'= 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 FBC2017/TP12014 LUMBER - TOP CHORD 20 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 1146/0-74 (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=-3716/0, 3-4=-3716/0, 4-5=4908/0, 5-6=4908/0, 6-7=-4908/0, 7-8=-4908/0, 8-9=-3712/0, 9-10=-3712/0 BOTCHORD 17-18=0/2167, 16-17=0/4623, 15-16=0/4908, 14-15=0/4616, 13-14=0/4616, 12-13=0/2159 WEBS 10-12=-2387/0, 2-18=-2396/0, 10-13=0/1717,2-17=0/1712,9-13=-261/0, B-13=-1000/0, 4-17=-1003/0, 8-15=-95/729, 4-16=-151/714, 7-15=-369/25 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. 6:0-1.8,Ed9_e],_j19:9- 1^aQ7Q0121, 2f1:0-1-60. 0-121___.---- CSI. DEFL. in (loc) I/deft L/d TC 0.58 Vert(LL) OAS 16-17 559 360 BC 0.91 Vert(CT) 0.6316-17 397 240 WB 0.82 Horz(CT) 0.10 12 n/a n/a Matrix-S LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 104 lb FT = 0%F, 0%E waM-nx.a.«1u.s...r«•ki xrra sl-k:,lr auu rtlxsa;rsmuats+=an^rartyttrarlsaetartaa t"m„w rrMrM Y,nxiunna.marE..l;yea;Ms.>iLa.nr:,serw.r.xas, «:".,,. rmaae.ia..»a nlerswmr soak+M ma laakrM winmse 'u. Mu1 (pre k w ace4 n e: pw ea4 ptt xuN «amny +rn>rt rta-Ub,q dk,*Im,JAI Anthony T Tomtw 111, P E. r.msr.,,waa l.nal„a.,fsr„Mna•o.aa.rao„+ds tease geena.M+raq ar.4w.aa.wk.daa r,ar area, waiawar<.r.MrM .as,.,xrnr leaM..aw,srarnss.Mdaq ,rpr. a,kiiwwMb..+t whi+kuyweMard „60083 ar 7rJagaetyr«MranxU AN aan rp Mala lWMaa puansMywaratatk kraal lagwMSRiM aMasgw iltSNr1Y#Mhlr Magi ee+da Ha=pmY Prear. UIMarrbnyaNanerMMmaan 4rx k> .t,xrx Mq fapwaMlresr ae laarx. Mns 4451 St. Woe Blvd. ra«ax+MM4h liraaaMMran a .++ht h ra(anat aexM. IN Gr.e ks:le f.laex Is f:I M {zMq aas,raa. a Irns SegM Eriaaa' #mkMnit M eglMeN iaa; as n NMI a?a41 fort Pierce, tl 3.i946 Clrpgq 701f AI Real hassec Aadsaal f, tan0a IILf.E. RaptMacuan al dir inaonn, ie aay bin, is pro644a1 rahavllM •rhea tanisMa Ban Ai Raul tosses-AalMaal f. IanM Ili. r[. Truss Truss Type — Qty ply LL RYAN MQMES (LARGO v1 — _______ .._.__. r WRUG1BE9 FL02GE Floor Supported Gable 1 1 A0219182 Job Reference o Gonal k Ina ---- Ai Roof Tndsses, FortPierce, FL 34946, design@a1truss.com _ Run: 8.120 s Nov 12 2017 Print: $.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:06 2018 Page 1 I D: hA3x R N 7kH8GY_sQsevncy2zOBnp-ZFSBYshm WvX C3tw3LrnwwOLK3tv2442 uAAfl3o_zuglZ 1 2 3 4 5 10 9 8 7 6 Plate Offsets jX1YL—__j1 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) nla n/a 999 MT20 2441190 TCOL 10.0 Lumber DOL 1.00 BC 0.02 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0,00 6 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-R Weight: 22 lb FT = O! F, O%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 4-10-0 oc purlins, except end verticals. BAT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 4-10-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 10, 6, 9, 8, 7 FORCES. ( lb) Max. Camp./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 1A-0 oc, 6) Recommend 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-1 Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard aeeaeq- Ramt4ea+}MtRheaae'!Ft3.ri1WSSii?SNi€t"Elfxtii1Hk1d( fNafllR4l:Yr'N"EI'InrtQn,<96MktlrAra.MdthcgrawenespexaaNr:aRz'.tnihapAaeN}!I@r,eaMAmu+€.7te»k-tJllh,Wr4nAFluett*.FlOr MOaMW. w€ a: a,Na+,, k.mgrae xa.rtd t rfRuarw+ ;:,.kin?ep»n,ar,aen+nr Rr umare+aauaas:Been,«N>, nq,uara+e?raeaupAr e µer „ mtewtR& +e«Rt?iarupm>ama aamx +ar« Anthony T. Tombo IiI, t+.E. meat.,,yea«aeexywzAwnd OwutAfs uerxxweype+wMM.gk,gaa.»n,r rn a,wa.e.sxaasernaw*aaq:aa.l;-t-rgrn.eanetar,aw att R,e,anaa,gar-+cwr+w,asee„w.»aar uama t sr Han,n«ra k[FOuusau+ef.a aaataangErm«+!sematawe+r,w<en,ew+sr?"aasxaa.ura arr++rorwa, to+kaa,a»w.o-aa,arkea rr.,.ar 4 86483 weGreaea«*,. s,aaRmr sa., u aeane(nae4xi a.a sean eRr ,.eaea 'x ins, t+,M"urrnfr, a.la' au m eh+u .awatg say xap a= n,d a: rR ec ak+Nn nu. 4451 else, ie Blvd. Rxt pseree, FL 34946 tapyriRR! : PRId A-1 Raal Inset AalAaay t- laada fl4, F E, ttlaadd<yraa of ikit duameat.ia say faex. n praMi6irod.iMa*I IAe winaa parraisuaa 4aa A-1 Real Irresar- Aat4aat L laela tli. Rk Job Truss Truss Type Qry Plv RYAN HOMES If LARGO v1 A02191$3 WRCLG1BE9 FL03 Floor 4 1 Job Reference (optional) Al Hoot I fusses, tort Pierce, I-L 34VAtb, ciesfgnicyDaltruss.com 0-1-8 H 1 2-6-0 1 3x8 = 3x4 = Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:07 2018 Page 1 I0:yPUCgGfLZTgtoRCOb7?1Naz2jnS-1 ROZIBiOHDf3h 1 VFuYIASDuKF3OMpL12PgOkKRzuglY 3x4 = 3x3 = 3x6 FP= 3x8 = r1 0 440 Dead Load Deft. = 3/16 in 3x3 II 30 = 5x6 = 3x6 = 3x8 = 3x8 MT20HS FP= 3x8 = 3x8 = 30 = 3x6 = 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 FBC2017(rP12014 LUMBER - TOP CHORD 2x4 SP No.2(flat) 'Except' Tt: 2x4 SP M 31(flat) BAT CHORD 2x4 SP M 30(ftat) 'Except' B2: 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS, (lb/size) 15 = 102/0-3-8 (min. 0-1-8) 26 = 1095/0-7-4 (min.0-1-8) 19 = 1579/0-3-8 (min.0-1-8) Max Uplift 15 = 78(LC 3) Max Grav 15 = 210(LC 4) 26 = 1099(LC 10) 19 = 1580(LC 9) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3514/0, 3-4=-3514/0, 4-5=-4608/0, 5-6=-4608/0, 6-7=-4129/0, 7-8=-3196/0, 8-9=-3196/0, 9-10=-3196/0, 10-11=0/608, 11-12=01605 BOT CHORD 25-26=0/2062, 24-25=0/4324, 23-24=0/4324, 22-23=0/4129, 21-22=0/4129, 20-2 1 =0/4129, 19-20=0/1693 WEBS 2-26=-2280/0, 10-19=-2422/0, 2-25=0/1605, 10-20=0/1679, 3-25=-251/0, 4-25=-896/0, 7-20=-1420/0, 4-23=0/410, 5-23=-408/0, 7-21=0/385, 6-22=-365/0, 6-23=-120/866, 12-19=-685/0 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/deft L/d TIC 0.82 Vert(LL) 0.49 22-23 502 360 BC 0.97 Vert(CT) 0.67 22-23 366 240 WB 0.80 Horz(CT) 0.08 19 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 78 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 22-1- PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 128 lb FT = O%F, 0%E ta« Nq. Xau awwEN.rnaa 4e •A1109f #WS. "t.0.f1^siASAF IEekS a PaiMhGaS f.M1 Od "Miir".AaIYCf@Gltlar Me lrtar k,T pm!aar M:eN,t.#t reic Im, Oe:ryaheaig',,IOOj ANb Adlwr I.IwN k t E Idarxe Ske! khre nt &ku MMn,e teiel a Ax I00,rdr 01ihkrsmeskr pw"Ienk-i WAt it rdd. AselrntOssge Etyma i..!Ot aFy fq—e aexdaar 109:gresem—W- dM1•.04ax,apr 1 Ig JNnax IAC l ala IIIII It asyrns.apae..IMei nNMrs, irnlan Mthonr T. Tombo III, R.E. M. xdf nnsW r kdMg is as espaWOhdaa 6.ur.b0.s" MMnN grramf"kq o,>y,..oae rdrndlk At.AeW Mnr Wd i±Nig M<wi En(. Mepedd Mi0lwd an fkd vdM E:n,.. rdelgkNlap. sbrrye. W,rdiM rk kraO,N:koa rtvpnMlMd ? 80083 W10114 , -(— ANrMssPrdablBCrNarpaarnMpwlaa,dnrbMqEraenelfihhldaatlm'xSpMehfNERa/lxirredrtatNWpwdpdrxe.EKlkar,Arttyna4MnrNedasdaehn,Ossgas.LFuksipEgr6aaNlrtssawararra.eu 4451 St. Lucie Blvd. rM+>• nr ldmiha;mrer,MM grar!au{h dl pan NrrkN. Ik he,s Mer(yerx is q;IMMNk00eupa.•Lni Snaa Eappa dig NAWp. lB cgMeN xras r,nMrN x'Ofl. If(A Pierce, iL 34946 rMnN+ lpl6 hl AaollinsesAadeet(.laa,6ollt.PE.Aeprelnniaa al Ais Amamon.iaaey fern. ispreMi4i(NsnpoutM.rineapernissieahea Fl Aaofbasses-Aalboer t.lonEalq: f.(. uoo 1 ross rF s 1 ype tity wyRYAN HOMES (LARGO v1WRCLG16E9FL04r21 A0219184 Job Reference (oRtional) Al - -Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:07 2018 Page 1 ID:yPUCgGf -ZTgtoRCQb7?INaz2jnS-1 ROZIBiOHDf3h 1 VFuYIASDuJB302pKt2PgOkKRzugIY 0-1-8 H I 2 s 11-3 1 2-3 a I 11-3 i F-2 1= { O-A-8 Dead Load Defi. = 3116 in 3x6 = U4 = 3x4 = 3x4 = 3x6 FP= 3x8 = 3x3 II 3x4 = 2 3 4_ 5 6 7 8 9 10 U_ 12 20 19 18 17 16 3x6 MT20HS FP.-- 3x8 = U6= 11-9-0 11-9-0 3e,0-0-12),(6:0-1-8,Edge], 1;8 0-0-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL) -0.47 18-19 >523 360 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(CT) -0.65 18-19 >381 240 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0,06 15 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP M 31(flat) "Except' NOTES- T2x4 SP Nt} BOT CHORD 2xx4 SP M 31(flat) flat) *Except' 1) Unbalanced floor live loads have been considered B1: 2x4 SP M 30(flat) for this design. WEBS 2x4 SP No.3(flat) 2) All plates are MT20 plates unless otherwise BRACING- indicated. TOP CHORD 3) All plates are 1.5x4 MT20 unless otherwise Structural wood sheathing directly applied or 5-10-15 oc indicated. 4) Plates checked for a plus or minus 0 degree purlins, exceptendverticals. rotation about its center. BOT CHORDRigidceiling directly applied or 2-2-0 oc bracing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 453 lb uplift at REACTIONS. (lb/ size) joint 14. 22 = 1006/ 0-7-4 (min. 0-1-8) 6) Recommend 2x6 strongbacks, on edge, spaced at 14 =-271/ 0-3-8 (min. 0-1-8) 10-0-0 oc and fastened to each truss with 3-10d 15 = 2058/ 0-3-8 (min. 0-1-8) 0.131" X 3") nails. Strongbacks to be attached to Max Uplift walls at their outer ends or restrained by other means. 14 =-453( LC 3) 7) CAUTION, Do not erect truss backwards. Max Grav 22 = 1007( LC 3) LOAD CASE(S) 14 = 108( LC 4) Standard 15 = 2058(LC 1) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 3126/0, 3-4=-3126/0, 4-5=-3848/0, 5-6=- 3848/0, 6-7=-3161/0, 7-8=-2019/0, 8-9=- 2019/0, 9-10=-2019/0, 10-11=0/2058, 11-12= 0/2056 BOT CHORD 21-22= 0/1868, 20-21=0/3743, 19-20= 0/3743, 18-19=0/3161, 17-18= 0/3161, 16-17=0/3161, 15-16=0/335, 14-15=- 1064/0 WEBS 2- 22=- 2065/0, 10-15=-2612/0, 2-21= 0/1391, 10-16=0/1870, 3-21=-252/0, 4-21=- 682/0, 7-16=-1596/0, 4-19=0/261, 5-19=- 441/0, 7-17=0/445, 12-14=0/1173, 12-15=- 1379/0, 6-19=0/1042, 6-18=422/0 n 15 3x8 = 13 0 1 2 25 )o 4 14 3x6 = PLATES GRIP MT20 244/ 190 MT20HS 187/ 143 Weight: 129 lb FT = 0%F, 0%E aewy.tknelhpr44— M`M-11W TMS't' k1d^, krilu llW&LrllriivsS EaTwmri ArllriJew,r Mr w,*, twtmYat wwib l..%, ifac%,.p erypWj W M 40. 11" ik. F kW., Oka W.,n kfa M.aa,ut Wn M IN. .4 fkttz eexma} Nkc;%NktW W'k.QCaEe tdd. Ftelrrireye Npwa,'el..Mgtrpae;.MsNwzn Ebb ep.+dsnwzN9ttdMpatswNsptuegtnp;dIMMMN•.grdMtatleEm; kpekraMllbak WalM 1. tkk rysuFMt. kaM Wmtr smkAq M+xdk niMMMMFy cM+etratWrtdnn b+at,Mann'WnW tEaenMMNq btsTw,kMuMddOt nE.Mn(Wlk Mml+''µ4 WeW Eh-t. MyrwddM@bW ayWW rnlrlar"nnsre yWQee d,phr sWia(axmwaybtWgan Meggrqptnrt matd. IkEtn brt e Gptxu F'dMMnal brnpa.nitazs S.skaEsedMFni.w:Anthony T. ttl, P.E. W"kMry 480083 klto tdaMlbb WV tnbig nzf nadbu 44515t. Lucie 61vd, pkadx knEu1 amp Nn s; urnxnat+mtFortPierce, FL 34aO CppH6t 2'7618 Ad Raoflosses AnEAenytianbn ilf. f.f. ttpENunion al ait bsrmerl. it myfrrwt,nptofsilikl.(Mnm the minus pMrkssanhu k-I taof lusur AeNayLImpM311,p,L Job Truss Truss Type Oty Ply RYAN HOMES /LARGO v1 WRCLG1BE9 FL05 Floor i 4 1 A0219185 L Job Reference (optional) At Kooi trusses, tort rlerue, rL JVy4o, OeStgrled ILIUss A01Ai 0-1-8 H 30 = 3x3 = 3x3 II 3x8 = Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:08 2018 Page 1 I D: yPUCgGfLZTgtoRCQb7?INaz2jnS-VeayzXj02XowJ B4 SSGp P?QQ XgTMZYoGBeU8 H ttzuglX 3x4 = 3x6 FP= 30 = 3x6 = 0-A-8 Dead Load DeB. = 3/16 in 3x4 = 3x8 = 3x6 FP= 3x4 = 3x8 3x6 3x8 = 11.4 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 FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP No.2(flat) `Except' 62: 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. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 20 = 1635/0-3-8 (min.0-1-8) 23 = 135/0-7-4 (min.0-1-8) 14 = 1022/0-3-8 (min.0-1-8) Max Uplift 23 =-125(LC 4) Max Grav 20 = 1637(LC 8) 23 - 299(LC 3) 14 = 1025(LC 7) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-318/485, 3-4=0/1021, 4-5=0/1023, 5-6=-2734/0, 6-7=-2734/0, 7-8=-3848/0, 8-9=-3848/0, 9-10=-3848/0, 10-1 1=-3260/0,11-12=-3260/0 BOTCHORD 22-23=-485/318, 21-22=-485/318, 20-21=-485/318, 19-20=0/1210, 18-19=0/1210, 17-18=0/3848, 16-17=0/3848,15-16=0/3908, 14-15=0/1968 WEBS 2-23=-350/534, 3-20=-919/0, 12-14=-2160/0, 5-20=-2263/0, 12-15=0/1428,5-18=0/1717,6-18=-273/46, 10-15=-716/0, 7-18=-1330/0, 10-16=-358/425 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. CSI. DEFL. in (loc) I/deft Ud TIC 0.65 Vert(LL) 0.4315-16 546 360 BC 0.97 Vert(CT) 0.6115-16 384 240 WB 0.82 Horz(CT) 0.07 14 n/a n/a Matrix-S 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 Its uplift at joint 23. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 129 lb FT = O%F, 0%E Anthony T. Tombo Ill, P.E. G,Ary.Flmt#xal4e nnn Ge'F.I p41 i1R` k':A'„i[A;tFt I;pASa.tak#i!AS(At*AflitrCtf'?llAM,#:fLKNlnrMa}uAtN.up lmfsAn; al reN aniaA+[lntckvpWeyrtlRi alMANagIFwk W-r Ir m'e SYAwxe ru AwuafM,x aMaalAA. wn WF+n. aarr pasaAk WY: At rlAuk Wx. kdrnzsewlttgxsa;t:,'.Au r[gxrtt; Nt swwap ih6 mtabaa.glarntlk inksuadapxrainspr.#rtlxMktgr slMc#Ik im.lyuteralklWak am lM1f. lkp MtlYArrMi. klry,alAlat. i gfMiM MmdnnsW. ar 1.WKA"Ax<yatMAr rtkO.a.MA..n •e#:eltp+xxq>WNgaesgnn,#tlr uHeedpe ll:.MU(alik bid>aANrynk al tr.l_Ilx grnd0&tAlalykN.utlbrntteMryMMe}. tape. ntdM#w artn al rw kkm#aulAM,l 80083 Me&M"kupaetaftW AN akt sr. eaoae lAP al Ax FaAns ar N>teFastlneMMq(euaeeatAhn Nn#Aa.,kN piAskt MfR aA 4xA ne eefa HM pxn pan. Iltl er#ses Me nyawiiMa pl(xMAefAeXmkgM. lvst k:,p:#7 wlnss Ma!Mxf.x. aksr 44i: St. Lucie Blvd. aYNmt wke/hr.`eataeyM per&"!tlxtheA Allan aneleN-Ik(ets k3NeE+geni[Mrk4cNNA kti}N.LncfiMRElprOe!Ydltl4. lA upxM.N!nftaealeMlsFlrl. Fort Pierce, FL 34446 CgyryMis2014 A l toot Iselin Anko#y t, taa4allrf E. tspoiumoA al this laaaat,io ony Iona, is pohil4e/.,thaw*mine# fWaistwA hoa At twt inssts AAA.aoy r. taaho III: t1. WRCLG1BE9 IFLO6G FLOOR GIRDER try rl y 1 FtYAN HOMES /LARGO v1 A0219186 120 s Nov 12 2011 Print 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:09 2018 Page 1 I D: hA3xRN 7kH8GY_sQsevncy2zO B np-zg8KAtjepgwnwLfeOzKeYezj9toOHLE Kt8trPJzuq IW h---1-22-- I 4x6 = 4x6 = 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 NO BCDL 5.0 Code FBC2017ITP12014 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 10-0-0 oc bracing. REACTIONS. (lb/size) 12 904/0-6-14 (min. 0-1-8) 7 = 897/0-3-8 (min.0-1-8) Max Grav 12 = 904(LC 1) 7 = 902(LC 4) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-1914/0, 13-14=-1914/0, 3-14=-1914/0, 3-15=-2482/0, 15-16=-2482/0, 4-16=-2482/0, 4-17=-1830/0, 5-17=-1830/0 BOT CHORD 11-12=0/1277, 10-11=0/2482, 9-10=0/2482, 8-9=0/2482, 7-8=0/1176 WEBS 2-12=-1568/0, 2-11=0/813, 3-11=-724/22, 5-7=-1443/0, 5-8=0/805, 4-8=-824/0 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 3-1 Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. CSI. DEFL. in loc) I/deft L/d PLATES GRIP TC 0.60 Vert(LL) 0.07 10 999 360 MT20 244/190 BC 0.64 Vert(CT) 0.09 10 999 240 WB 0.39 Horz(CT) 0.02 7 n/a n/a Matrix-S Weight: 53 lb FT = 0%F, 0%E 4) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 190 lb down and 178 lb up at 2-5-4, 135 lb down and 178 lb up at 4-5-4, and 190 lb down and 178 lb up at 6-5-4, and 192 lb down and 172 lb up at 8-5-4 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: 7-12=-10, 1-6=-100 Concentrated Loads (lb) Vert: 3=-114 13=-114 14=-110 15=-110 16=-114 17=-110 18=-117 K-I 1-MIN 160 P x«ky-na!,4aapnraaark•+Irox rmts s r;atcl lransuawm s caroa; an r;xltlaletEeGUArlxa faara!pa aatWrW.r,a tla,ta,vrrk,.rynac;Ww.knarlt a.t:. k a;,u kM, ", war„akr.,<W arlae.W, Ewter ttaxtM a+rt tag k,tq!a 1+'IGpk,rM.A 4ns0eytFgaxa lix,flanAffrEHa;h!a8aar 766;q,eumaa;eraa, ph;ww.aparrymprMkY!x 9xws ar satk! .: WmKaIAe lAk al aln lhl t tw Nt s.spmt.'weaE a6Aui v k!mtW+,taa. .r.:,i„r+,waM rt.,ya,rawrae.a,a.,Iku.+r',awuNgaaaaut.m ks4ta.a+.oat. amw.ata<Wa,wa;wyaatWms.IkypaaerttaaWrtrka,.aatrnsxMat}kakn rwry..+„r,yw.Wk.y,kcklkr,!Ea!waa Anthonyi. Tombo [[(, RE. qe hu1. (W.. An ,.,o Ma Not IR W" PiO. dPaea, a at kalry(rv ara t6a.laaaaatM#a MM W NU re 0-0WV-0Ir. *1&"'W4ainn W Rna a No W,%'W 71 Ion ut, aW.aauMa.akn ' 8008: A." aM.nt aAWNf:arca: rpae pea area hat µWe anhN. Ik lrn!kt:a [HearnlC[Ik MMryOri{1a ait.0 4atR Eryme aM MNry as tyaN:Nroz: araOaar/<'PI 44`J: St. LudI 61Yd. fort Wwll, FL 114a46 Cepriit6t "" 2016 A-i taW{nsst-Aatlwayttuatrolq: P.E. t<prWatiaa al dis/aaaroa.iu aaf tem.is ptokilitd waFoul rtn i arnanfaai,tiea6eatae((rasec AelleafLlon6a 116l.(. Job Truss Truss Type Oty Plv RYAN HOMES /LARGO v1 A0219187 WRCLG1 BE9 FL07GE Floor Supported Gable 2 1 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.720 s Nov 12 2017 MiTek Industries, Inc. Tue Jan I6 09:35:09 2078 Page 1 ID:: hA3 xR N7kH8GY_s4sevncy2zOB np-zgBKAtjepgwnwLfeOzKeYezrFtxsHRnKt8trPJzugl W om Ox8 3x3 = 1 2 3 4 5 6 7 8 9 10 11 12 13 0 024 T :: ST1 ST1 STt ST1 ST1 ST1 vvZ ST7 ST7 ST1 STi ST1 i 1 26 25 24 23 22 21 20 19 18 17 16 15 14 3x3 =- Plate Offsets (X,Y)— (1:Edge,0-0-12j,[27:0-1-8,0-0-12L f29:0-1-8,0-0-12j LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd 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(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 14 n/a n/a BCDL 5.0 Code FBC2017(rP12014 Matrix-S Weight: 72 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 16-1-0. 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 hearing. 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 As" F—U"w"...0" ttYJ'ItYS;NU!r,RKIK'ft&foM3fm'sU^t.:M,.'Vl"R tFiUiit ilWtfP Ma ta.4 kNo q merc sF eq.arnR?rt MiM''z.ngtlCF; w7 t Mnal CzxesNi.t:.hMer R St+RtaK ae-dons 4n a nWa;lt t[G. id. diiN ee pae. xpeMnti k'lielGRahnAl.t,theni,vfgw«:.,_swd*i.p+e-.Ae niwry let M1. 3eksq'n:xgMev ixbi tr9dam Anthonyl Torrbo III, P.E. an !n r s sa sr r .awu la ate«-n:m porn kskrpc..umt wx,ra a aw amz 1-I ar a ises aw es a ,.«uypn4..m«y,x«er «a:a.a s 80083 h MntlM 3eW M(xiPrir.?H mnMWa N. ii6Mdrprwn e pMhn+ffk A U^4:wtMs%Sdi.M Mrwa,r3fA-edfrsMt. MweSxd ¢riArmutalr'Nplat lx=fears eertwngAaet xKk4nRNeimrBniP.0 tmsBst eEgMaM raseoMrinr wkx 4451 St t'wp Blvd. s&'.ne kMMn rf«fen"W'W.'rcMq h d irAet an.,k TU 1— #rip frp;<r;. 5u M P" 4,kpM r S,ns.sd+a G{gem as' f.Nat tR WM'i+t'dS: m a M.uf n lR l Eurt P erce, FL 34945 tapgi{6t Z 1616k1Reallrfsus An16aar l.lem6a P1.B%Rapadxriaa of lsletraraf.roaep fos,'s paM Dhad rstFeet f6c rotten pnmiss€ef fsofr h-11.04fnu-AafFcerl.4.6 M.P.E. 1BE9 IFL08 Al Roof Trusses, Fort Pierce, FL 34 0-1-8 H 1--- 2-6.0 1 1 r FUSS Type ury YRYAN HOMES !LARGO v1Floor4A0219188 ob Reference o tional s.com Run: 8. 220 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:09 2018 Page 1 I D: hA3 xR N 7kH8GY_sQsevncy2zOBnp-zg8KAtiepgwnwLfeOzKeYezi RtiQHKYKtBtrPJzugl W OM Dead Load Dell. = 1/16 in 3x3 = 3x3 = 3x6 = 3 4 5 6 7 n 3x4 = 3x6 = 3x6 = 3x6 = t6-1-0 — I Plate Offs[1:Edge 0-0-12i[150-1-8,0-0-12],[17:01-8,0-0-12j LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip OOL 1.00 TC 0.58 Vert(LL) -0.18 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Ven(CT) -0.25 10-11 >770 240 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.05 9 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S t Wpinht R1 Ih FT = no/ F no/ F 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 2-2-0 oc bracing. REACTIONS. (lb/size) 9 = 861/0-3-8 (min.0-1-8) 14 = 867/0-7-4 (min. 0-1-8) Max Grav 9 = 861(LC 1) 14 - 867(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=-2791/0, 5-6=-2536/0, 6-7=-2536/0 BOT CHORD 13-14=0/1578, 12-13=0/2791, 11-12=0/2791, 10-11=0/2791, 9-10=0/1607 WEBS 7-9=-1763/0, 2-14=-1744/0, 7-10=0/1027, 2-13=0/1041, 5-10=-589/31, 4-13=-603/16 NOTES- 1) Unbalanced Floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) 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 Kwap Fkntllxrytl}rme qeA-114+IrF.Si3 S=':rj.&fNitAl17l4St-MBfIiiAS F'Y,StlMiUlti{llCMaT;IWMtMf MR. Ixpr syt µ.rtkrtMxk KnwAry lnrcktipt Atnry{Ir9;sMge 4,Rw{1 [u1t Yu-rF irMweSke!NlMe nt 6Mnstlnw»miN Wi9A,gh 141st rattw sMn neq k.SN fc e'pC kk rp4 t .Intt BRSM Egma,is.. E{ni f.prer;, M :ed w m tW +q rk n n;rry>srr xtv yrh,uw. repnxerrspw•Akn ke hts A Mc sx je tras ktM a 0t IBCaH •Irt Illl. Ikr.q. nuoinres. treo aNatut, .Waq M.»dn: N, er ktlrnt h nt+,iY.Mhdrw<6..a,k.C..r's en.mk gaEn lirfkMq eesgrer.. %e pkr k kR Rr 1Y IMlanl ireirpikrwtn i. Ik en,.+kdlk 1pbM wrYMr neA4e v.n..ekgk tin. Mp. .,Mwi.denp,ak h1. »,p.,nYya Anthony t. 80083 [[[, P.E. M HdMpOt prM [xouMr A9pkt sn MtRe 4pC nl fe rlCips eNrnitMetAt4kA1+(rtnpnetSMkkxot ltu rkc klhl'MSI{,{rerMw.N byeM pkrRe. Irrl lelnet kr rtHr.,w'was ar knta llt hau kr tr. ?,ass Rvp;upem at lrttt k.aara.akn & 046. Me,sne irtak h.;e9,! qur pw a Mzq I. rN Nren unHk. Ik Ans Mip Eyn,a n Mir Ate WM,n kapa a L.n...Me Erpua M n. krknp. xl spnNtk Mai w n Itlnr/ x R4I. 4451 St. Tolode Blvd. ztFortPierce, FL 34946 GppigRt .' a Ydlb KI Raot Losses AefFoat 1. ton90 IIt P.E. RearMettion d M1n loromon. I.." torn. (t preklnei wilAovr ak efitkn pernittioe fron 4-I Rsof Iran" Amboy I. lamb. III, f.(. WRCLG1BE9 FL09 At Roof Trusses. Fort Pierce, FL 0-1-8 N L5x4 II 1 50 3x6 1 2 Truss Type Qly PlyLRYAN HQMES /LARGO v1Floor10A0219189eferenceotion_ai).-, _ truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2011 MiTek Industries, Inc. Tue Jan 16 09:35:10 2018 Page 1 I D: hA3x R N7kH8GY_sQsevncy2zOBn p-ROhiNDkGa82eYVEgagrt4 rW uZG2YOn?USodOxmzuglV Dead Load DO. = 1116 in 1.5x4 II 30 = 3x3 = 1.5x4 II 3x6 = 1.5x4 11 3 4 5 6 7 8 3x4 = 3x6 = 1.50 II 1.5x4 11 3x6 = 3x4 -:. rraleurrserstn r/— 11:code,u-v-s jy a_s-o,--s 1 LOADING (psf) SPACING- 2-0-0 CS. DEFL. in (loc) I/deft L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) -0.18 12-13 >999 360 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(CT) -0,24 12-13 >763 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT) 0.05 9 n/a n/a BCDL 5.0 Code FBC2017fTP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(ftat) 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 1-4-12 oc bracing. REACTIONS. (lb/size) 9 = 855/Mechanical 14 = 855/0-7-4 (min.0-1-8) Max Grav 9 - 855(LC 1) 14 = 855(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2468/0, 3-4=-2468/0, 4-5=-2707/0, 5-6=-2463/0, 6-7=-2463/0 BOTCHORD 13-14=0/1551, 12-13=0/2707, 11-12=0/2707, 10-11=0/2707, 9-10=0/1552 WEBS 7-9=-1716/0, 2-14=-1715/0, 7.10=0/1007, 2-13=0/1014, 5-10=-595/28, 4-13=-570/31 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 PLATES GRIP MT20 244/190 Weight: 79 lb FT = 0%F, O % E eamq"hwu ao argx!u+x+see >I>tlr+Si'i:,"`iEikEt"6 tt 1tt ltRx?ecPf&1artS [€41i4"tt°.tilefas;iMMdet'gre te<Ff kt RaaxaiM feM wase'.mr&z?»M3RG,MMNna!i.;p a rt lexsrar k rttrkn eu xr gsw.m txaer3e ?Ee. eqF bi l;exutM it#as AphrsrMael xa Ata. t t s3e.?gxw'r_`.rxxer [qua ae,nwear idp rmaauaaastaaeR ;wM ,a,y<e, cR+iAMpa ax}xh w{41 ,ory+tM wMl hh Rq+lP 1. tie rup ncigres. aeMt 'wti. vn A bl ,,ny T TQmbo 111, P.E. uxaml 4 wkdeyn rcq d rtoe a e M+ugxxa aags4ga.» anaa A.e.f a~n r «ap e ar rye aal .e.r o- ea .,K. aata ana m.x w,r..R,.avr»,yRmm 4 80083 bwYq daps; MtMx'#r RA wns sneN xNr fR@ e kr gRxea sl phxn+!>wr billq bxp k hkrt hYeaax#S€1MaoMN°@aASl:feu4n Mmp gnome nU e axsartquaaaan atl A4l+dx. t:,m .Mse9e pEgsaa a('s ta.anaa..etaxr 4451 St ;.uoe Hive. a afui lkataer.prW maa+mpN4 ,.:,ax-tal„u Mrpntsp+er sap r gRr. atms.,,aai *aw.f+ Awwameasas o,aaeae+wm.i. fort Pserce, FL 34446 to}niRAt7R16 A-1 ReW lrosusAolNer 1. tomie lll, P.E. Reprodaoaod Mis xamext.ia upidio,. is poeibite4"AAatlfAe altteoPr nBsioe froert A-i Roof lsotsex AalAoaettepia yvu uao rusa type ury rIY HOMES / LARGO v1 WRCLGIBE9 FL10 ______]F1oor3]RYAN A0219190_ Jot? Rof TReference oytianat _ At orusses, Fort Pierce, FL 34946, design@altruss cam s—. Run: 8. 120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:16 2618 Page 1 I D:yPU Cg GfLZTgtoRCQb7? I Naz2jnS-ROhiN D kGa82eY V Egagrt4r W r3GCJOrzU5od Oxmzuq IV 0-1-$ 3x3 II LOADING( psf) SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 TCDL 10.0 Lumber DOL 1.00 BC 0.38 BCLL 0.0 Rep Stress Incr NO WB 0.23 BCDL 5.0 Code FBC2017ffP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD 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 - 659/0- 3-8 (min.0-1-8) 5 - 735/0- 7-4 (min.0-1-8) Max Grav 4 - 659(LC 1) 5 - 735(LC 1) FORCES. (lb) Max. Comp,/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3- 4=-299/ 0 BOT CHORD 4- 5=0/ 736 WEBS 2-4=- 810/ 0, 2-5=-951/0 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 3-1 Od (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=1A0 Uniform Loads (plf) Vert: 4-5=- 10, 1-8=-350(F=-250), 3-8=-100 DEFL, in (loc) I/deft L/d Vert(LL) 0. 00 5 `"'" 360 Vert(CT) -0 A5 4-5 >999 240 Horz(CT) 0. 00 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 25 lb FT = 0%F, 0%E aaaq-Rwu aara9Ar rt"eu M'a i(M:t ?II`.`.{}^y I,:4faya,liaa`,ata sGlai iUS?laa'W!$i)A(KRFF:[oeastai'ara Mar ktwlR paaaai as tdl aax,waislms Aigl Asxq RQaj aMM saagl IsaN a. ti Maexrt Oka hlae au gaga aMa,x+nalsMi, aM rtitaraaaas MenafknMMb:lC4krM. at llrrt@rwlr Eepua,iR.ae;aaf fHnsr',.Ibe rMpwq@@'Mnah MK[r atrtbpr#turN MPa'a1ruW:itxe OVMkupdYugNt .:kKk4xlk iif hwNt ifl I. fa ksga nyrgyvu iupq nNani,tMAna Antbmy T. TOmbo 111, 11f.. r a it , aaM M,rymw ara..rc.a's d a kuuq nmwwca a.axra wds epr aml aM oe.++ nu ea n o- aay gas . a,Mm.g.Naa.,,naara M inkq Qsfgra ar ia&s:M sagas saMa Ml6CMax pwMo-s aerwelMsarslNk}Ca wx Saes NMasar Ytiq prMsink[rtW Skl rrrMrwruMr ra pbae laFtp xzar +aya>Mleea eeasa Rn 1,*si Wbp* fire kup tgaraml esss arsMaare.akts &0083 Lwie 4451 St. JudeMarneNMeahrandgraeqNa.aagh a araret ikq.n 6mwfgaexn YCM fwMvf On a.a firs ya EtplM aartaMp Afl tryMtM Mii 1H64aa1R1141 $Ivd. N1T(iM 0 2016 AI taal tosses AaAear L toBRe Ill.fl_ RapalwGea al Au laearoar. to or fua,is proMiUk1 aaAon aM sninaa raaassiaa trwaS-I Raal Gessas Aaslaer 1,tan6e IQ. RI. fort il*ce, FL 34946 w Job WRCLGI BE9 FL11 1 Floor 0 A0219191 design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:11 2018 Page 1 ID:hA3xRN7kH8GY_sQsevncy220Bnp-vDF4bZlvLSAVAep 17OM6d32BGgcyIK6dKSMyTCzuglU 0-1-8 3x3 _ 5x6 = 4 5 3x3 = 4-1 LOADING(psf) SPACING- 21%0 CSI. TCLL 40.0 Plate Grip DOL .00 TC 0.12 TCDL 10.0 Lumber DOL 1.00 BC 0.10 BCLL 0.0 Rep Stress Incr YES WB 0.11 BCDL 5.0 Code FBC2017ITP12014 Matrix-S 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 4-5-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5 = 214/0-3-8 (min.0-1-8) 9 = 214/0-6-14 (min.0-1-8) Max Grav 5 - 214(LC 1) 9 = 214(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. 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 DEFL. in (loc) I/deft L/d Vert(LL) 0.02 6 >999 360 Vert(CT) -0.03 6 >999 240 Horz(CT) 0.00 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 24 lb FT = 0%F, 0%E Rttay-tkwlkp}Ntrtnn pt'A-I I4tA ?IF,fS'SC:iftyitA;lAt l;tll5tt'AdIA:lS:it 9M 9FFC4llIrr3iii[4GY#tlr kp In r/nq, pteeln,M rW MeraAn 4nt, kvltQeerq?i0 jW0r tsM.pt Ir1t . t: 4Mrut i7M Mae nt kk,t r4Nux s brRe l.trtA wtr+>,.na watutna wx xe;rcaa A. A .ireso<,tlq,a;re,`mars t+pa `.. Aa taiwwtae prc,arc a,rpatrtrpw,uw+w.,aatr:,p.aa. .A .rr:,.t .au,,maorter at, em to 1. tawap,tzra t. ety:aacaA:.a . Anthony ' 1. Tombo 111, P.E. ratan,'.,,n.aaan M.tya,anat a..r..ra.,r:,«e,,a+panAt..wyo-tyaaa>x,a..taa,u.a.acwtwaw.aamt n.araaaettal w.nwN.,rxat.r,+ww.tpaW.a.,,t...txaM.wkagwsk t,t,,,wmd 80083 M taiNq eexRx.d (nrtWa Apepls m M a k 1K W %"W n1 t+ems a * LXtalln}wq Sdq 4(xMrh;RNiN,ki n IM M WA m iwnaN # Imsa rat. ibi MievlM rtHwWan Ma at to Lux kcpe.3Raµtq,— of inn PwkAw«-.Ma An+ m hhMMtiaen NrIN gMx,n kw! wNed,t&Intl Ong Cgrtehak'tW Mkar4nipa.x tint$nhE Gas NopMkM;aa are N&Nziq.i. 4451 St,Pierce, , f L 3404 FtxtPierce, R 3aa4ti ery. yta JPBid -t laa hazstt-BeAory UaAo iq y.f. 4P.Wo-of A, det—l'. tey Iarn,aF'O'baeMdhsm Ae 4-Itut Dasut-AnAary f. @eiHll t1. LG18E9 IFL12GE (GABLE 0 w A0219192 34946, design@attruss.com Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09 35:11 2018 Page 1 q t ID:hA3xRN7kH8GY_sQsevncy2zOBnp-vDF4bZlvLSAVAepl7OM6d32BtgdGILldKSMyTCzuglU 1 2 3 4 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 FBC2017fTP12014 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 4-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 4-1-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 8, 5, 7, 6 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 4-1-0 CSI. DEFL. in (loc) I/deft L/d TC 0.08 Vert(LL) n/a n/a 999 BC 0,01 Vert(CT) n/a n/a 999 WB 0,03 Horz(CT) 0.00 5 n/a n/a Matrix-R 0 0 12 0 11 a 0 PLATES GRIP MT20 244/190 Weight: 20 lb FT = 0%F, 0%E n;w,ro a Nr: iw€gxdteMt@@wpMw. e. tutik q fgwa x.*a±f aaa xwtila+rw«,ar««aeanxwar+paxagapw,adwbeaerq+<AxrnMt, ar wwta+atn+ sa•yRw.wwt+.. we<ra iz rama gnar,n a.+a.ao-aa xew«;ma.nK q n aaroy aq...w,wn as u.4(«M ed w+t Fu t ef a m+u +kae a s.a..rn. swab& Anthony L ToMt,c tL'. U. MveKnrwdewM(wer! M p.bytwpr Sd,R llkra+AwU`d,MaNidkt*4wtS1:lWrlMweNMpu N r Met UikMrttfanFawawdM wtM4ts if tle(t FtBngm ttM @titRMt (irn kwAt!Mrtt worts fwa.wgp a«,.nnb. kt m hca4 w,waya upa.. [rnilnrta nmeuee ae+u:o«wns nint. 4454. St „xse Blvd, ZIFort faience, f{ 34946EofpifMiC= YEI6 d-1 Baal Grates oft" }-tonbe at, FT taproixinea of 16it daxmnt. M bey (am , is pak+4aei.At aat IAe ezinea pxnnrccioa ben kI kat Iras4es AatAuy 1.Ixn6a Iq: F,t. Jab rn,ss Truss Type Qty HOMES /LARGO v1WRCLG1BE9HJ2ADiagonalHipGirder2 IYJRY'AN IAO219193 Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:12 2018 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-NPpSovmX511MooODh5tL9GbLd4x?Un 1 nZ66V0ezuglT 1-5-0 3-5-11 1-5-0 3-5-11 2x4 = 3-5-11 i 3-5-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 115 TC 0.14 Vert(LL) 0.00 4-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.01 4-7 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Wind(LL) 0.01 4-7 999 240 Weight: 13 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-11 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 - 80/Mechanical 2 - 24310-10-15 min. 0-1-8) 4 - 42/Mechanical Max Horz 2 = 78(LC 4) Max Uplift 3 = 51(LC 8) 2 = 155(LC 4) 4 - 1(LC 8) Max Grav 3 = 80(LC 1) 2 = 243(LC 1) 4 - 58(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); 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) e 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 51 lb uplift at joint 3, 155 lb uplift at joint 2 and 1 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 8 lb down and 7 lb up at 1-4-9, and 8 lb down and 7 lb up at 1-4-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1:25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=-7(F=-3, B=-3) mkalq lheu pneggy—WA-I IUtll 1W 'kJir;. elLiAlFWa.UFmtl•9aS:SS tldit6fiFr j1llm7NiEPrMar Ma teat aaq gmanred reknhfnkvints Oesigaeegnae; Wllelmwrt [wklk lt. Ntane S'ertt4dat nt ktrx Menu s%MnMION.edr iktn awnM Adn ndlk nifa%e TKRkrAA. Aceke:sB:rw Fepm r:..Sp;ms,Egkv,.MuAnan i6A M.wr a:ae%AMlyde snn..,epn,grnaa%mn laMksgdMmllrl ,.; NpnkaMlO{al IMt. rn k.q ..glen. IwEg ialMrs. utxiGal Anthony T. Totnho 111, R.F. wf eu rm ,sWgaKelkMrtSlenFxMrdMUaa M@.na'te%Nmk gsaMiadg dnma.a%ak ldAt IILMMMMbnl'n11r7 Me ed tN{.Heelpnd#MIH6Nrq Aed u#Mt+ts ndrtg kebq. Iage, iedN+Nn nt kagtkl;klle rtrleeteartrd a. 80083 M tMMpa qwr ad leeaeen Ip Met in ae#Mlpg neae p kesWpedMsdMaadg 4geeN SAeh Nweeuw MSPryU!ia /7t:wI SI(A re:elaekd MpnrA pdut iM-iMM:M eHeavwlMt wekdetAMhns&s%...... A:q;gnnwl hest dnAdrx. a4n 4451 St. Lucie Blvd. eMnnr 1rM1h e:wnkf qek can i ermq h m Mmn MMd. nut tgea a N:1 M IM" Asyea. a 6.0 S.nK• Eepae d m balg. AX alaeNta ae: ke n kMN %T I Fort Pierce, FL 34946 gyrgM 2pl{Ad Ra%1Fuset Aadway F. FomO% ll6 Pf. ReaFa/atiaa ottAudaamom. in any tam,npai{ited;rnhem:k rnFMnpmwBsaafiaa A-1Ram Innsel-AnlAoay 1.1-1,6I11;P.F. Truss Truss Type Qty Ply RYAN HOMES / LARGO v1 LG1BE9 1HJ3A Diagonal Hip Girder 1 1 A0219194 Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:13 2018 Page 1 ID:hA3xRN7kH8GY sQsevncy2zOBnp-rbNrOFm9s3QDPyyPFpPaiUBVBUGDDEGwnmr2Y4zuglS 1-5-0 4-2-3 150 - 423 — 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 0.22 Vert(LL) 0.03 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.03 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight: 15 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 4-2-3 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 - 100/Mechanical 2 = 269/0-10-15 min.0-1-8) 4 = 52/Mechanical Max Horz 2 = 79(LC 4) Max Uplift 3 = 63(LC 4) 2 = 196(LC 4) 4 = 42(LC 5) Max Grav 3 = 100(LC 1) 2 = 269(LC 1) 4 - 72(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCOL=S.Opsf; BCDL=S.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) 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 63 lb uplift at joint 3, 196 lb uplift at joint 2 and 42 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 49 lb down and 7 lb up at 1-4-9, and 49 lb down and 7 lb up at 1-4-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=-7(F=-3, B=-3) tKxkq- Fkeu Matile nxea kt'1.119,'"?i6S1 5,-.';t";.ifA:t47I;MeEM9Nflrq Eg{ilxi i^gY rtl{rM;AiE@GMftr kra. Ixk kx¢IaMaktta(nN aasaae:Inn kvpkeaiy.'ir4iwilit lalpltrap P: +:.laxm't tiex ktxe nr kkn aixa a taMMkelN,ak WNtrwarraMt ildl atlN lab `ILak rad, tseirr<sR,+tr flpaa sa.Sp:wry Gpar',.M salaxt rOA ltyte:raa:rpstaM paesswa arnmprnm;alM klkksgrarsajaA :k{mNahiOb I akt iRi, raka parer iakry eNmre:. aaa ar Anthony T. Toniho 111, P.E. aE,Kaa:.trlaa.ralxa,tymaaaa4rta.n.c.a aaKatirpaxustal4yat:fix..t.a amr..ur4[eN>kw.a:.u rwermt.lkpp aantEeernarrN aats•,nwkl,yk.a.plapt.,sawk.as,krk a,la,noxra -R00&; M ixtkq Qeu erat(naaa lh Mes sxalip11A9M4apMkn al r«eeMesalkke8ry 0w+h*ra Siitp bawlia4Ldpu4MMrc al lxA an eaataNb.xra pkaa. iM1l aArsga nywrAars as aarsawcLmBeuyaJnn k.ptgw.r aiin¢l4nlalna-Mns 4451 St. Lucie Blvd_ aMiarukta/hr:a4MgM gwewa hrA /aM ataM. ik v¢i ksw Eeprau V.iM4rkp Wnpa.ak.uHnea Eaprer aa: N91p. SR apikNarsearn#alMaRl t. tort Pierce, tL 34940 opytyk 02010 AI Root bosses-Aalhooy 1. tonRo il6PS. RepiwonteotlRis/oleaells. is oaytora.(s praRAilell aadoul'Re airten Pmloissiao lroe A-IRool Gonts-WhooylAwbollf H, Job Truss Truss Type Qty Ply RYAN HOMES / LARGO v1 WRCLG1BE9 HJK Diagonal Hip Girder 2 1 I A0219195 Job Reference (optional) Al Hoot I Cusses, port Pierce, I-L 3494b, oesrgn(c_t)altruss.com 3x4 = Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:14 2018 Page 1 ID:UumEBPzQXokuwJ2P5W?E2TyuP1 h-KnxDDbnndNY416XcpWwpEhgW FuVDyh W30Qbc4XzuglR 7-8-15 2.12 V2 Deed kTd Defl. = 1/8 in 4-1 7-4-5 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.28 4-9 >326 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.29 4-9 >321 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 25 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 6-0-0 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 quide. REACTIONS. (lb/size) 3 = 188/Mechanical 4 = 101/Mechanical 2 = 428/0-4-4 (min. 0-1-8) Max Horz 2 = 75(LC 4) Max Uplift 3 = 114(LC 4) 4 - 83(LC 4) 2 = 307(LC 4) Max Grav 3 = 188(LC 1) 4 - 132(LC 3) 2 = 428(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=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) x 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 114 lb uplift at joint 3, 83 lb uplift at joint 4 and 307 lb uplift at joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 48 lb up at 4-10-15, and 38 lb down and 48 lb up at 4-10-15 on top chord, and 49 lb down and 10 lb up at 2-1-0, 49 lb down and 10 lb up at 2-1-0, and 18 lb down and 47 lb up at 4-10-15, and 18 lb down and 47 lb up at 4-10-15 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 (ptf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 11=-1(F=-0, B=-O) 12=-16(F=-8, B=-8) Maley-iknt aaepry rsrx„tk'1J t4:{URS'tl °5'1:1" fi[Al fflMS t;ia&IIf:M filS?QM I7pl:r)M[FiMif@G14[r are [aplkv)t pnu+Mrtd nd Mttreit lntt ktrplraew101C';WMfMM{I f bM,l f. itlNtat lka kb. ro. Mkts db x tedaMt lAI. MI, lain. Be1([rt MMrstWlkndar M[?lrxkrM.[ Irn,nup tgerarte.try;a r[14—:Resnlnmfp4.tprs<ta e. x.tpeM[Mkt p.httwriup Mtnle:r[Mw h. to kiy.AM. S.* 1r.1 [pxMMptiOp I we MI fxksgt nxMprtet,Nkq tNmet. xatlder Anthony T. Tonfbo 111, P.E. t 0 .t, bar laNryu Mxsptakkrt a Md.eas 0xa+, eAMIN[peuaz idkq artgta.alerwraat M;MMMMaaI kJNgokel llt3. Ile gpmlMMe tB[wA er MMne Mae hnt.eMryaebq bq. a,WbeeMaaxl,ki'.k Ft nsparMMiM80083 4451 St. Lude Blvd. n: pfw- n KrM l.Ak Brtn[a. a L.0 NlkM t.pee M[[t Mle[MI rN[n+d eel et [s [ne/ x'l11. Furt Pierre, FL 34940 ppKMr u+ YQI6 A-1 Baol fusses - AMIFe[y [. tan6o fq, P.E. leptManiae at Mis tozomeMl. i[ oey fire. iz p[ehikiui eilgaunha tn(nea pesaizsiaa fron Ad rant Lesus-Aal4oMr L fon6o iq; t.f, muss buss IWe (Uty IFly IRYAN HOMES / LARGO v1 1BE9 HJ7 Diagonal Hip Girder 3 1 A0219196 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 METek Industries, Inc. Tue Jan 16 09:35:15 2018 Page 1 I D: hA3xRN y27kH8GY_sQsevnczOBnp-o_V bRwoPOggxfG6oM ER2nvOmPHsoh3tD F4K9czzuq IQi-5-0 _ 4-11-0 9-10-1 1 4x4 II 1.5x4 II 3x4 =6 Plate Offsets_(X Y)—_[2:0-1-8 0-0-51—-- — 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 0.55 Vert(LL) -0.04 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.10 7-8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.03 7-8 >999 240 Weight: 44 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purins. BOT CHORD Rigid ceiling directly applied or 9-11-1 oc bracing. MiT. ekrecommends that Stabilizers and regwred racing be installed during truss erection, in ance with Stabilizer Installation uide. REACTIONS. (lb/size) 5 = 155/Mechanical 2 - 468/0-4-9 (min. 0-1-8) 6 = 323/Mechanical Max Horz 2 = 169(LC 4) Max Uplift 5 = 113(LC 4) 2 = 261(LC 4) 6 - 106(LC 8) Max Grav 5 = 155(LC 1) 2 - 468(LC 1) 6 - 323(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-281/118, 3-13=-755/259, 4-13=-699/260 BOTCHORD 2-15=-351/697, 15-16=-351/697, 8-16=-351/697, 8-17=-351/697, 7-17=-351 /697 WEBS 4-8=0/255, 4-7=-749/377 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 hearing plate capable of withstanding 113 lb uplift at joint 5, 261 lb uplift at joint 2 and 106 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 78 lb down and 95 lb up at 1-4-9, 78 lb down and 95 lb up at 14-9, 40 lb down and 54 Ib up at 4-2-8, 40 lb down and 54 lb up at 4-2-8, and 71 lb down and 106 lb up at 7-0-7, and 71 lb down and 106 lb up at 7-0-7 on top chord, and 10 lb down and 9 lb up at 1-4-9, 10 Ib down and 9 lb up at 14-9, 13 lb down at 4-2-8, 13 ib down at 4-2-8, and 33 lb down at 7-0-7, and 33 lb 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 (pif) Vert: 1-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 3=63(F=31, B=31) 14=-85(F=-42, B=-42) 16=-4(F=-2, B=-2) 17=-54(F=-27, B=-27) zt« kgr M».t<.M'riraca ms sun,Erin;rsdsc,mmn:nrow;'uir,uru;s:reuurra..rmnw r.»„»r,.N».,»atct,a.;wr.y ae,Nw,uaryrr«NrinrrN»„iNakxtr»:rt„a„.,K,nw»ari,»k Witt r»vet rMkt ttWkrM Nt ht'Nuktdvl It:, ®raettpma,ee.. gnuRr Eqpt';,Mud»try r0@rgreuM»trtr»xedMpdats tq »N rynp»;4iAt M'k kvpdMu+Mj .k1,tIN»ReIBEMt,w»i%1.rkk;p ts;tp»tf, 4dq aNhret. sng5i!9. a4+xdM »uk»rMdM1 M r,.,Me,aMo»» aa.»,;.d»„Nq»+«Mo-axga•,p»r..x:Ord.d>rtac.M K»ra wd;awq,*wu.i. Fit W»NaMraw" " tor. I,., Nryk,q,rq.,+,wa»Mk»y,Nrskat..y»,anrd AnthonvT. Tornba [[[, R.E. Mkaaq tM» t»eawua. ut»xtmrd.Mi Matp»mt;tNp,ttdntknrqugt»xfegw.d»usr,utkrwr*w3ru.t,arwNweud tr Inian»tM,tr••wuattmcw.tdMl,rstet t.!t.uet„p;q.tttMI.,kw.. Wits, dlnmrNMNFriw,d tpMtpnmMe h,q pM»mdM. Ik 1pc,On:»rtpn, nlKfMieNa1B»rpn.ML v4taxin-ow"." 1N tgMgM tnt[»e tsld»/e!/tl 4451 St. Lucie Blvd. tkttN d20164 1 AaotRusasAafionr t. twnbo lq,PE, Ragrolwiroe kl this lawme t. in ml Win, itpoAaiit/»iMam IntoorioertPtrAiliroeNos Ad ssn tael6-AaMonrLtanBe iq. P.E. Fort Pierce, FL 34946 WRCLG1BE9 RYAN HOMES / LARGO v1 J2A (Jack-ODen 19 1 1 russ.com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 Mi I D: hA3 xRN 7k HBGY_sQsevncy2zO Bnp-o—' i-0-0k — 1-0-0— t 2." - i 2x4— LOADING (psf) SPACING 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 7 >999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0,00 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.00 7 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc pudins. 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 - 56/Mechanical 2 = 170/0-8-0 (min.0-1-8) 4 = 29/Mechanical Max Horz 2 - 65(LC 12) Max Uplift 3 - 39(LC 12) 2 - 71(LC 8) Max Grav 3 - 56(LC 1) 2 = 170(LC 1) 4 - 42(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 Extenor(2) zone; cantilever left and right exposed , end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DQL=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 39 lb uplift at joint 3 and 71 lb uplift at joint 2. LOAD CASE(S) Standard cVQ A0219197 PLATES GRIP MT20 244/190 Weight: 10 lb FT = 0% KaNq.11au onw}lrr eer€. ne `F-114'k tM;R 'S.s:tK' iiK3KFi M't[N:4S±'ftlfl r'KNiX",uKKGYtEGGk€r Kv. FaKt ktgF F€rmMrsirW.ns. tinet k>SAr€ry K@;.KK€NpM I.lMkW Ft Kdnr€e SkrtKMew kites Nvrn. unNaoe lM. uh _— IAtttr€rRAeMresrkNk 0W*CK .k'#4 h. trrn beuprtrymege_*.0, tF—U F.A..150'WMMf wetry"ekkksge rl atsplr 1-". k In,*-1111 Ia kup nvKµmt MF+M rMk5u6 M9ht+M Anthony T', 7ombo III, R.F. r ONtirnt W m FiNKKbcf rrgMgM€€amghdl ppMi€M,rN. Ik xm Mp(ry.e.nN'tMK+'k•o k.sipp .iln4 SFtM Gryee lk!Wq.K IN:giaK+N €r€,nnMMK *'N.1 . 80083 KMI. kvpMlopWW 1-o.MHF $t. 3A€—twi, rW Riere, IL 494 e t PizgM 472p1{SItoot h€sset ta4rory [. toebo 9h P.E. hprolo wohb6 dw..I/000ptoro.is pto0ow xtlbwl tho.rfrtwploomi"h"5-1 tool Enna-AmbMt CtaMbolli,rL uu "°" lruss type taty Fly RYAN HOMES / LARGO V1 WRCLG1BE9 J3A Jack -Open 3 1 A0219198 cusses, Fort Pierce, FL 34946, ltruss.cOm Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:16 201E Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-GA3zeGpi9_onGQh wxyHK6miahlNQbOMUk4i9PzuglP F— Wi 0 0 - — f---- -- -- --- 1-0-0 3-0-0 2x4 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 0,14 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0,14 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matnx-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 3-0-0 oc punins. 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 Installationde, REACTIONS. ( lb/size) 3 - 71/Mechanical 2 - 18810-8-0 (min.0-1-8) 4 = 37/Mechanical Max Harz 2 - 67(LC 12) Max Uplift 3 = 43(LC 12) 2 = 103(LC 8) 4 = 31(LC 9) Max Grav 3 = 71(LC 1) 2 = 188(LC 1) 4 = 52(LC 3) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 3, 103 lb uplift at joint 2 and 31 lb uplift at joint 4. LOAD CASE(S) Standard tlttedlt- tMxn, nNutnm de'A-t lO.i ?M4E4 {'S. :r' iEFHa?IiglSn(iFgOG1S'rSlQa r'IAT:rtyrraQi?taflfMP Ma lap kiq, pxaav,e,s•1 reN M,xmic tnt, pfir ptr,«}QBa;,efMbMpl (.tie n'. r' Waewt tktt Mbe ae pk„MMxm dpnwMl9R W, qix CariY llhscMCk.a/WM;OCkNrM.A I;i es R Eatnta u.. yuMryftpw,M,adnax(0@tq, mtaaE,pstlMxak:sri.RpmM npn,Ikd f«bku}CMw YtmkWiMelk lABpi,t a tp 1. fkk;r* a a.et .a.ry uNA.et. seplAl, wn, ap . „wean •, tw,a nr,tb0.w.nep.+ata4aiui,a«c,waK,xa.a, an,crca wrn,kwa,uti,w,,.ncn; ntgp.y„n.Ra,N.rp n, e6,t,.,,.« Mdnq. n,m. w ntt„ab«*!w>wr.„M.,Mnra Anthony T.80083 Il, ( x.F. r FaNgpup «etaatU, !a«e„a aawpi,w ne Mapn Mpwa.aaae c o-tc r,aownn sux.a,.,wa'xkipNtlerh r"M4IXh r, nla,MMp«/tMmiaak,at,ty,t,ert,Mpw,aa.6+s,Mugu. ,.0 R.gatq.«a as bn, pt,Miaap' . a * 0069 roam,«teMh,twanpruf pgma, mq ye'4laan »,N,LL IuG,uks». EgsxuR't 4, MA,p Frcq.e.aw+u 4s1[k.ry M>I H,pMmiwu ar KaAM alrl 445i St. Lurie Blvd. Cry pigYr tdl{1- I tanlinxec Fnlponr tlaphe lU, Pi. RasrNuman of dis Awama.fa any hrw, is ptn4 4ik1 wNAaar il»arinenfasfs,iahoA k-I tool trr,ws Aarloer i-tanCeill,-P.E tart Rierce, rL }4446 Truss Truss Type Qty Plv RYAN HOMES /LARGO v1 rJo RGLGIBE9 J6E Jack Open 9 1 A0219199 Job Reference o yqE! _,__— At Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:17 2018 Page 1 I D: hA3xRN 7kH8GY_sQsevncy2zOBnp-kMdLrcgtwlweuZGAUfT W sK I6w5YD92G W iOpG hszuglO 1-0-0 5-6-0 f 1-0 0 r -----_ 5 6_0 U4= 3-4 --- - 5-2-12 '- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.16 4-7 >414 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.09 4-7 >727 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MP Weight: 18 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 5-6-0 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 REACTIONS. (lb/size) 3 = 139/Mechanical 4 - 73/Mechanical 2 - 283/0-3-8 (min. 0-1-8) Max Harz 2 = 75(LC 8) Max Uplift 3 = 87(LC 8) 4 - 60(LC 8) 2 = 196(LC 8) Max Grav 3 = 139(LC 1) 4 = 98(LC 3) 2 - 283(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=15ft; 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; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 3, 60 lb uplift at joint 4 and 196 lb uplift at joint 2. LOAD CASE(S) Standard Way" -Meraaargartn Pn'A IMp TW k=-€e;.ifl"'Wr6ast.JManiAS FYt1aa ?ir,A€ep'Jt€eal:nr Ma sear aogr t«««Wsat,akt aaic inR hngtattrry:fea alM Ataw€I. Itak a.t'_Idarat SiMld«e«s ean,eaM—W4.M iN,ak Writ raaMaWnxak MWMiPRNlt.aa.F,Nms9mq[€yana t...4€aMry[rypeal.:M:Wwail lBs,tptaMa«;t€aataMpASN.M.yaatq mpaaM!k?t xu aMw/tlm:aWNaMIBC Iat«m-L rlta!p rypa,. kaa€raNANt 'r+«a4e{ Anthony T. 7 ribo III,R.E. at.care,LnskgMNy-,Mngrfe3AardMan«,MCr.«,.Arard gea«MbMxq angry aMtaanaM/t,MgE aaMMd laiNa}draf m.l. M pp,00. nitMhw- elk :ma.aq ktaq.,Wge.a W:Na at aa:grW MMrekn,Mrt.a 008: M 3Naq Be,!y,««(aoaa en aas ie!aaaM1ACMMa«taa WgaaattaM&pMq lvaaM sate MaaWw•HUipIFsk/hiNMU(Fn,aaatdWp,as am.r.Witter,Mnyouiiw,ataMsaMLxs, atrgta.'nuMgatgwts a/Imt MalaMa.Mnr 445, St.Lucie Blvd, a4r!r+re iaa!dht:aamgM paar!ggkal gapes Heard. itr ke.sMpEgnrea MtMhtlarWs!pa aL+,; Sraat[gaaa yaw Nnlar. AA,gaicNWxcaraMw/aTi. Fort Rierce, FL J4046 pyrHM 0201f F-1 loaf tw"s Whonyf.taahaill'U, teaafaaion of this don. a. in any fora. tsp hi41ai xrihaanha«riMn fo"innian hey A-1 leaf fusses hnlMoq f.Iaahe ill. t.f. WRCLGIBE9 Al Jack -Open 10 A02192001 ltruss.com Run: 8.120 s Nov 12 2011 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:18 2018 Page 1 I D:hA3xRN7kHBGY_sasevncy2zOBnp-CZAk3yglhb2V WjrN 1 M_IPXrcrVgPuV Wfx2ZpDlzuglN 1-0-0 7-0-0 0-0 } 7-0-0 4Y 3x6 II LOADING (psf) SPACING- 2-0-0 CS'. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TG 0.86 Vert(LL) 0.10 5-8 818 360 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) 0.24 5-8 350 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.04 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.21 5-8 402 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.3 1-" 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 = 183/Mechanical 2 = 342/0-3-8 (min. 0-1-8) 5 = 90/Mechanical Max Horz 4 - 156(LC 12) Max Uplift 4 = 64(LC 12) 2 = 165(LC 12) Max Grav 4 = 183(LC 1) 2 = 342(LC 1) 5 = 128(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-412/20 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;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 64 lb uplift at joint 4 and 165 lb uplift at joint 2. LOAD CASE(S) Standard Dead Load Deft. = 118 in v 0 N 7 I PLATES GRIP MT20 244/190 Weight: 26 lb FT = 0% ZtU. 4 na.., wwwteryrear« WA -I ow wm flr," iniXA3 r/w54(.`AGtnugj FUt?IIN tp[*r; XCe wifhfANerMalrnhkrgr premNas tM ael wR, ee artlrrtt hetiphrfrNi hb', ea1MA I. rewklR.f[ble;axe skaiNae at. 6eku wka.,atwM et Ae l8l.ap MlN nwakr NewesW krf4FMltA* k rtm. to tmshesigr Egmwa+.. `lawn [M blkiNxWi@G;ryiH+gtKaulnwedMpJr.MrrhywmwlrtslrwMMM%r ksyMlk:ry4!..IwrWalk i@6 NM.wa m-L rkxr gwr.t. MiMl tNaats.umNlar Anthony T. Tombo fEE, F.E. rw.+raw n,Mwrh+Mq Q,.r,r.rwmaMo.ra.ah.err.rMr rd aeaMtwga:ywnr.wnanattMn[wMM,[;>:x rrtr!N.rya.mr,aeM!wmrrrr.,brrwnr!,n,.aewf[erarMgr..:MaI.,,Nay,arhM.*„wma M A INrr Otu/iawlwnxM tM ewer wt 19CMMNaarnw riNr,wwriawlwarreN khh Mawnaa'nSSNK!keFll we N(eae eMw.rlMgarw NWwe. It[Ire.'knyptiM6A Q Mall Ra hrst Qe pe. tanfn,p;ywtnpf Crest [Eixh9aa. akfs 80083 Mcaisr MWk r. a n lNaeweea.,Rwt h 01WWNn44. I. rr.n Asw (epraa YlMkMetflMyea aL.s, S.tYe Erprwwen e+Nwr 1R egMaN ma. nenldul r?I6I. 4451 St, Lucie Blvd. rout Rterce, FL 34446 Cpniglu91R16A IRaotfnsses Anthoari.lanbo!q,P.E. RePror!nnianofthisbrnmea.iomyfor®,isptohihiter(withema6ewlinenPerniuienheaA lRoottnuntAathoorl.ioubolll:P.t. Job Truss Truss Type Qty Ply RYAN HOMES / LARGO v1 WRCLG1BE9 M7G Jack -Closed Girder 1 1 A0219201 com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:19 2018 Page 1 ID:hA3xRN7kHBGY_sQsevncy2zOBnp-glk6G IrwSvAM7tQZb3V_xIN XAu7QdoipAilNmkzuglM 3-6-0 7-0-0 3.6-0 — _ 3-6-0 1 5x4 II Us 11 4x4 = 6x6 = 3-6-0 3-6-0 Plate OffsetX11 A-0-0,0-2-14JL2 0-1-8 0-1-8j,_[_4 0-1-12 0-2-Oj,_[5:0-4-8 0-1-8j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.03 4-5 >999 360 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.05 4-5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.64 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 MaMx-MP Wind(LL) 0.03 4-5-->999 240 Weight: 40 lb FT = O LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No-3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-9-4 oc bracing. MiTek recommends that Stabilizers and required _ cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 1 - 1480/0-3-8 (min.0-1-12) 4 - 1564/Mechanical Max Harz 1 - 138(LC 23) Max Uplift 1 - 432(LC 8) 4 = 527(LC 8) Max Grav 1 - 1480(LC 1) 4 - 1564(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2109/600 BOTCHORD 1-9=-651/1912, 5-9=-651/1912, 5-10=-651/1912, 4-10=-651/1912 WEBS 2-5=-434/1579, 2-4=-2152/732 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 nonconcurcent 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 432 lb uplift at joint 1 and 527 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 832 lb down and 265 lb up at 1-6-12, and 832 lb down and 265 lb up at 3-6-12, and 832 lb down and 265 lb up at 5-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 5=-832(F) 9=-832(F) 10=-832(F) Mmsi-M1me a..apep rmr+ar41 G1 tAafS;S 'Sktf:P;, AAFAte =flMS A f4MNiraR t15iti1'1ISFk^,kra1A°,M[At"prR hrAe M+A+rneaKes m:M nee: n Rs une x"R': n6 toe hunt t. !M4t. rf tdan¢t SMt IMx ne Ykku NMaxu fEaef Ke `0& ek wln: a µim:aakne+a.AeI aMN41 ! :kzgr.?w xu.$aa@ie.4mw;.Marnwttlbxxmm.nz:4'eKata+h-,wWe"P'^'n1•es/w:Me,kr.a,y.AA+wµiet IeattpMra«nta.influpm :. awa+"n AnthonyT. lomtolll,RF. r.,exami :n,anz>Re.r.as.+.ti,« ernepuaa.f«mg3ec.n.»a.nnmaaes,oat«eMagaak atr.gpaearHtwmrarr a,tsr.+ar+..4a q+-+arvern.,,r:a eew«+aar+ 80483 wamq*.rt.+ana„aw a,taro,earKw .few,+u»ptas araM.,ansre4nnan+rertsaemrnpda*«.a«,a ern+e,eta.o-enehxi,ars,rr,,,at„r.[,.n„waars+.,+ups emwnn Mai aee,nno tata ep ezaall. fan s.ata. 'n i..,+&+get+gn*,: a;ata hw .x iM:7rraR tepem awt aay uaewuar!n: ae or x+.ntx . 3at Pierce, FL 3494Blvd faf Pierce, FL 34445 tap e'lin t "16A-I tol lww' A.*",[ I.A.11i PI a¢prsGntiaa of r6ls aane at. u eur (w , u praAlFdwi «ilbmri lAR adtta pttn¢dep horn A -I to im- Aoh"x 1' 1.441ll: Lt. RYAN HOMES / LARGO v1 LG16E9 (VM3 lValley 1 ( 11 A0219202 34946, esignQattruss.com Run: 6.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industres, Inc. Tue Jan 16 09:35:19 2018 Page 1 ID:hA3xRN7k HBGY_sQsevncy2zOBnp-glk6GIrwSvAM7tQZb3V_xINYCuLTdylpAi I NmkzuglM 3-0-0 I LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1,25 BC 0.05 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017(TP12014 Matrix-P Weight: 8 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 3-0-0 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 accord?nce with Stabilizer Installationguide. REACTIONS. ( lb/size) 1 - 9012-11-6 (min, 0-1-8) 2 - 6712-11-6 (min.0-1-8) 3 - 22/2-11-6 (min. 0-1-8) Max Horz 1 = 46(LC 12) Max Uplift 1 - 22(LC 12) 2 - 53(LC 12) Max Grav 1 - 90(LC 1) 2 = 67(LC 1) 3 - 45(LC 3) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10, Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and G-C Extertor(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) Bearing at joint(s) 2 considers parallel to grain value using ANSI(TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 1 and 53 lb uplift at joint 2. LOAD CASE(S) Standard heroanyth Rw Ne'At RbSS?S{'f t.tr tam,C tne7 t (SRSu;J s t€iiMi "W+tY; a;u4riofMtlr Ma eA. ei.rswrtus «na,Maa Ri ;ms te+w ae,ptW,wN na bnw t ? rt ukw, u nx+ar na_ 8n.cs a:u 1 axr. ao r x;,. n gnssa.uttaxi+maser..,,!*p.a,ur*stemn,.r,aa aa«a>r n„w»snug+s ra,y,rta wtba+saa.,am.irap .s mm ay.eexak[ <A, «.trkyna rnra+wa aso ecwta.u a q pan.IKiaq kr*,xm.na s aa a;.,,a r;..rrff+_t rnEax isa a+ws sou.*aa sa s.+n an"ewt-omp..uew..e ar,n rorm.x MthonyT ] ambo lti, P.E. mot . is sw.wAe twoea: an.p ,erna tea+ ,e+er .r» un ar+M?n.rsxam a nsd 44315E; a& aYw+ur Mix b Ewsw qtN ms n+rcarp n aW peae,:nwwt tk Lmx k nagt tskas. =M'Ms hn#nsa s w bba:[ffit Ems auk. InrrAnys DPaa eFncs b.a aa_,aarc tq, ftprtxa r8.bgimt ksgitt_atnn k+ne a.E Wcieclg &Fv6_ lostaruµw+Na+!m et sc aFn(n lh S. taprritMt tC+lAid A-ttw1fow A4kyl-1.6114P1. tepfeJaUun pl isiKaw.eM.Mrq lnxia pseA ael.aYers Qe aditn pmmstrt*hgnA-ItM Fsesus AnMxpl, tmalold.r_E. Fwt Pierce, Ft 34"f,, Job Truss Truss Type Qty Ply RYAN HOMES / LARGO v1 WRCLG1BE9 VM5 Valley 1 1 A0219203 Job Reference o tio_nal _ _ Al Roof Trusses, Fart Pierce, FL 34946, design@attruss oom T Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Jan 16 09:35:20 2018 Page 1 ID:hA3xRN7kH8GY._sQsevncy2zOBnp-8x IUUesYDDIDI I ?19n 1 DUywivlhgMP?yOM2wlAzuglL 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 FBC2017/TP12014 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 ugide. ___ REACTIONS. All bearings 4-11-6. lb) - Max Horz 1= 86(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 3 except 5=-104(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1,3,5,4 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-183/320 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 Extenor(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. CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.12 Vert(LL) n/a n/a 999 MT20 244/190 BC 0.06 Vert(CT) n/a - n/a 999 WB 0.00 Horz(CT) 0,00 3 n/a n/a Matrix-P Weight: 16 lb FT = 0 6) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except Qt=lb) 5=104. LOAD CASE(S) Standard s4«ry-Maw arrraM's ar `tI Ai?0. 1tlYkS,"'4fli'';±TanA. ;:Ax4 t{p LWS fE1IYM"'FP'; F:U2Mt.MMrXrMr radr 6Y"laarr!+er «d rM eM: a trs hoe 6¢rP an.giJaF, «r ox 7AOm E. }aaoaLti tsMaxe 1hPhfax rr. e aa<m m«o aae> M{ w!nw«a ,rwat «eva r tulm»3r re:, ,r» s+alas.prr+.,w,«eRa wa mwer»rau aaa „rgat ,m a.ans +wmi i e pn waamc+« ,,rtaa AnthonyT Tonto 111,PE. xa a rena raxgoa r rt rto««aa „ :qw« a .aa n xa. rakw+ saw.n t xetse wr sa3 r.«saa+rrwa.«,Miaa.M *r r .w a80081 bt9nR b".Wtew«re M1ae.ae MOrNpo(r@tNs rfi y«e,naalhaw*, »+a,rt tee tras ar teyae«rar sr r.r rn ai=.z, srm«tgiva a. +t eararkmedansme: aradntn.f. 44915' r:r,Blvd, frcR ortPsee, 1t. 34946 tapniaat6 Ytld F-I toot hotser Aaiaear t.lantbs lti P.F. taprodralan at laisdarmnat, 7r oay[aw, is preki6def.ebaflM«eAirn Paresswa6oa F-i tool FrossexAaaaatl. iamialll, P.t_ JANUARY 17, 2017 A•1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772-409-1010 TYPICAL HIP / KING JACK CONNECTION I STDTLOI CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. Attach King Jack w/ (3) 16d Toe Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC Attach End Jack's I Attach Corner Jack's w/ (4) 16d Toe Nails @ TC w/ (2) 16d Toe Nails @ TC & 3) 16d Toe Nails @ BC BC (Typ) 0 t~ 3ch Corner Jack's 2) 16d Toe Nails TC & BC (Typ) aa,..«,.a•a c u,r«,;1,;,r,:m.•:c,>,<.l r,a a:R.,a».,a,,.r;;aa,=..t a.,,.a a.,a«a wEsaa t .a.n tarw,m,s,r..:ar naz a. v+,a's m+.-,nraw. r asp s. M.aedar r e, n.w+ea i i EM ar«au t tAaaea eca tea. »q awq* ae aaaa,+a,s:«a.+eartd &nF wnY t, iambc itl P5- wtanaa amt.msa a e +r,«arw -SSwna R, ax aaa i ie,R aa.eraa Ur +sex, to oe sAs.a,xsaa, €a aAw.x. n t+.m - ,oa mn tast ,ros a+ca ar,q. is w. 'sM<ta.*+ as, Szciewoeaa.mtt,ah.;n a,tp,..,»nq a;as*d t f•a yx t*t«an, ss w,aas 3n, ,a t rea?q aw ssa e rtaA xu;,,dx+<,aa lsus;. 4 1 6Ivd_ Ea2 ice, F4 34446 ap}syfa&'d!!kA-1Rroileas+t}kaaAeaxEF aI(ER.€.tepduxiaa rtis ea,ase,la nEdokiMbel iMwwt,Aammsx.gaawsa»afameMlted3iastex Aada+r(.tamiaHtR.E. f FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 54946 772.409-1010 ALTERNATE GABLE END BRACING DETAIL ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD V-3'MAX. DIAG. BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE BLDG. DESIGNER OR THE PROJECT ENGINEER/ARCHITECT 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. HORIZONTAL BRACE SEE SECTION A -A) TRUSSSES 24. O.C. STDTL03 2XG DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH 4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d COMMONS. NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS. 2X4 PURLIN FASTENED TO FOUR TRUSSES WITH (2) - l6d NAILS EACH. FASTEN PURLIN TO BLOCKING W/ (2) - 16d NAILS (MIN.). 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. END WALL 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 NAIL SCHEDULE. METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SCAB ALONGSIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. VERTICALNAILINGSCHEDULE: FOR WINO SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d 031' X 3') NAILS SPACED 6' O.C. FOR WINO SPEEDS GREATER 120 MPH (ASCE 7-98, (12, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d 131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM). STRUCTURAL GABLE TRUSS MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI BRACING METHODS SHOWN ON PAGE I ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. NOTE: THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED / STUDS. TRUSSES WITHOUT INLAYED S ARE NOT ADDRESSED HERE. / STANDARD GABLE TRUSS / URA"' TRUSS run 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 VERTICAL/STUOS ONLY. JULY 17, 2017 I STANDARD PIGGYBACK TRUSS I STDTL04 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. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 PIGGYBACK TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL PIGGYBACK TRUSS INFORMATION. SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS SPACING NOT TO EXCEED 24' O.C.) A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2" X B" 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" X 0.099") NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF 377 LBS. AT EACH 2" X 8" 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. Mtwuei 4k+u tmm/Y.[seaN Re't-! IdCf [P14i(i i:LEi`i4:1[ttk ifiPi ii0rkx Zk! (8Sr'.Y "!!P`i AiPi'YaS,$4M(ar'hz. tnk p>q rRMki'. M mf pkitakrt' Cvn t?1 &a*'t''M!4f li2nsf i. Msfi fe hhsNn iA n bdw ro 3Nmx Rbmt MEk»fie iiP. eR ezn .«.m.*,o-kwasrwrwawaar 1.+bi»e tiwumi;ae rdwwzt-a,wxigaeeirt ms rr+.,u,r egw,araawaot,,wtai,'.aP.ir,.. to are r n,.es waawdms;.m M era ann'++ss laver t+swq ax aro+r r*s'aa m.ie:.ea a ns t,pe rrawugsrgece.aad wecaae ; ro wwx «. n_, gr„P ,,, , ,+ AnLhany" 80083 ';. P.E_ a:d.watr: w ermra aaakaxt aa r, s mNu.wUx« aaPkar P 89fJt33 6 FNd',q hfkpa'es wash f#.Paatsref. i. ti¢n4xeFx' n,Na raife zstl+gGgnRwne hl r'v r~. M WWI m aa o+x a .b.rwa..wga. p ..:«eera„a:, _,yea„sMr. a p.as...sna+.n a.c* P m+*n sn-• 4451S "de 304SIX(ti ( PtPffc, )f.4t( faPrrfiln Y9t6 A9 kad tmux-Aet6aar F, ta alt<,Rf. iaPsaMtaa el iiii Aoeaaaat rr,mFl farp,ls PraiilMl a a+RtMa mrimaA paaxt»aa ham A -I Laaf 6aiu:-Aadna.Llem6a N4 P,(. JULY 17,2017 A-1 ROOF TRUSSES 44.. — I 1.— .1 "1 FOS SECURE VALLEY TRUSS W1 ONE ROW OF 1 Od NAILS 6"O,C. DETAIL A TRUSSED VALLEY SET DETAIL - SHEATHED I STDTI-05 ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS45 (1/4- X 4,5-) WOOD SCREWS INTO EACH BASE TRUSS. GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3* X 0A31"= 10d 2 WOOD SCREW = 4,5* WS45 USP OR EQUIVALENT. 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4, INSTALL VALLEY TRUSSES (24- Q.C. MAXIMUM) AND 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. E END, COMMON S, OR GIRDER TRUSS TRUSS CRITERIA: WIND DESIGN PER ASCE 7-98, ASCE 7-02. ASCE 7-05:146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY 11 BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24* Q.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. Antfwc y T Tombo 111, P'E' wi 11 lurie Blvd, F rt P+efu,- FL 34446 4*#41 pi mwkm Illullmm 114"fi Imtool'i"L I JULY 17,2017 1 TRUSSED VALLEY SET DETAIL A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772A09,1010 SECURE VALLEY TRUSS W1 ONE ROW OF I Od NAILS 6'O.C. GABLE END, COMMON TRUSS, OR GIRDER TRUSS ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS3 (1/4- X 3-) WOOD SCREWS INTO EACH BASE TRUSS. DETAIL A NO SHEATHING) N.T.S. GENERAL SPECIFICATIONS: STDTI-06 1, NAIL SIZE = 3X 0.131"= 10d 2. WOOD SCREW = 3WS3 USP OR EQUIVALENT. 3. INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE PER DETAIL A'. 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVILIAL DESIGN DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT 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. WIND DESIGN PER ASCE 7-98, ASCE 7.02, ASCE 7-05:146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH - MINIMUM 3/12 MAXIMUM 6/12 CATERGORY 11 BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24'O,C, (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. t."p— sum 44 5 I 5f ucle Btvd hp.#W" 0 fl," 0..wt .s ot,' fo*, , P'"fto .4wof dl. It" k 1104 I-w WWII lopbompf fatFL 34946 SSE VALLEY SET DULY 17, 2Q17 I TRU( HIGH W ND VELOCITY) AIL ( STDTL07 A-1 ROOF TRUSSES 4451 ST, LUCIE BLVD, FORT PIERCE. FL 34946 772.409.1010 ATTA( WIND DESIGN PER ASCE 7-98, ASCE 7-1 WIND DESIGN PER ASCE 7-10: 170 MPf MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: MAX TOP CHORD TOTAL LOAD = 50 PSI MAX SPACING = 24" O.C. (BASE AND VP JVt't UKI INU IKUJJtJ Ulr(tU I LT ufVUCIt VF1LLtT INUJJGJ MUJI Gt DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2' - 10" ON AFFECTED TOP CHORDS. NOTES: 1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER. FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. CLIP MAY BE APPLIED TO THIS FACE UP TO A NON -BEVELED MAXIMUM 6/12 PITCH BOTTOM CHORD NON -BEVELED BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12 (MAXIMUM 12/12 PITCH) oQo k-mi1.A a k't4I" I.I—Ap.t le—AtsMer+ne ri x.+re rptirlw t Arlhony T Tmto 111, PC M mk,..A>rahy t awns knA :BQp83 mrfall Rru a ¢wd Imrc.,K. semummT mEM prrxrc wi pktxsataetx q£oy weel w xe C!:'.MusathIR wr SICkn Ilaarc4M} mpYwe,; ;t+ ss ik xqM« ,ak agsOft 1—ling. em.ra aRrarhx'.r +rt R A+k^MWp 1 +. the ke0rmpt amK3`-Y ti ..a ln¢s Se+x.4ga d q 1F aMx, aaagaM aft 3 @CSS $t, LuciFL 6ha1. Fort Perce, FL 34945 Colyrilis"pAIRk-tlollhekus-Fa boryl.1"0*19,fz_ la"OlLp'l FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772-409,1010 STANDARD GABLE END DETAIL TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS W/10d NAILS, 6' O.C. VER1 STUD SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. STDTL08 VERTICAL 2X6 SP OR SPF STUD 2 DIAGONAL BRACE 4) - 16d NAILS 16d NAILS SPACED 6' O.C. 2) lQd NAILS INTO 2X6 2X6 SP OR SPF #2 2X4 SP OR SPF #2 TYPICAL HORIZONTAL BRACE NAILED TO 2X4 VERTICALS SECTION A -A W/(4) - 10d NAILS DIAGONAL BRACE 4' - 0' O.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. 12 PROVIDE 2X4 BLOCKING BETWEEN Q VARIES TO COMMON TRUSS THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH ENO. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS ic 4) Bd NAILS MINIMUM, ROOF 3X4= PLYWOOO SHEATHING TO r SHEATHING 2X4 STO SPF BLOCK I DIAGONAL BRACING ic* L - BRACING REFER REFER TO SECTION A -A TO SECTION B-B 24' MAX_ 1.MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN 2) - tOd BOTTOM CHORD OF GABLE ENO TRUSS AND WALL TO 12' f NAILS BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTER WITH ONE ROW OF lOd NAILS SPACED 6' O.C. TRUSSES a 24' D.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM f AT 4' - 0' Q.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN 2X6 DIAGONAL BRACE WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT SPACED 48' O.C. ATTACHED THE MIOSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE TO VERTICAL WITH (4) - STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 16d NAILS, AND ATTACHED 7. GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240. TO BLOCKING WITH (S) - B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. pIAG. BRACE lOd NAILS. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES. IF NEEDED 10, IOd AND 16d NAILS ARE 0.131'X3.0' AND 0131'X3.5' COMMON WIRE NAILS T7 HORIZONTAL BRACE RESPECTIVELY. SEE SECTION A -A) 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSO. 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 93 r STUD 12' O.C. 3-8.10 5-6.11 6-6-11 11.1.13 2X4 SP #3l STUD 16' O.C. 3-3.10 4-9-12 6-6.11 9.10-15 2X4 SP 931 STUD 24' O.C. 2-8-6 3-11-3 5.4.12 8.1.2 20 SP #2 12' Q.C. 3-10-15 5.6-11 6-6-11 11.8.14 2X4 SP #2 16' O.C. 3-6-11 4.9.12 6-6.11 1 G-8-0 2X4 SP #2 24' O.C. 1 3.14 3.11-3 1 6-2.9 9-3-13 DIAGONAL BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 10d NAILS 6' Q.C., WITH 3- MINIMUM ENO DISTANCE. BRACE MUST COVER 907. OF DIAGONAL LENGTH, T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B OR C ASCE 7.10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS. END WALL FEBRUARY 17, 2017 T-BRACE / I -BRACE DETAIL ( STDTLO9 WITH 2X BRACE ONLY G NOTES: T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 907 OF WEB LENGTH. w THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TO CONTINUOUS LATERAL BRACED WEBS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409.1010 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 TRUSSES NAIL TO BOTH PLIES) 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 2X8 I -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 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE T-BRACE / I -BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER) AS WEB MEMBER. NAILS NAILS WEB ( NAILS WEB I -BRACE T-BRACE SECTION DETAILS FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTL10 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY B TO 10 FEET ALONG A FLOOR TRUSS. 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 A-1 ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW. 4451 ST. LUCIE BLVD, FORT PIERCE. FL 3494G NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE 772-409.1010 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. INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - 10d TO TOP CHORD NAILS (0.131' X 3') NAILS (0,131' X 3')• ATTACH BS I0TO ERTINACAL BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK USE METAL FRAMING ANCHOR TO ATTACH TO BOTTOM CHORD TRUSS ATTACH TO VERTICAL WEB WITH (3) - 10d NAILS ( 0131' X 3') ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH 2) - 10d NAILS (0.131' X 3') IN EACH CHORD ATTACH TO VERTICAL SCAB WITH (3) - 10d NAILS ( 0.131' X 3') 2X6 4' - 0' WALL STRONGBACK ( TYPICAL SPLICE) (BY OTHERS) ATTACH TO CHORD WITH ( 2) #12 X 3' WO00 SCREWS 0. 216' OIA.) INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (00 NOT USE DRYWALL TYPE SCREWS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN 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) FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772A09.1010 LATERAL TOE -NAIL DETAIL NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45• WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER ENO AS SHOWN). 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) DIA SP OF HF SPF SPF-S 131 88.0 80.6 69.9 68.4 59.7 o.135 J 93.5 85.6 74.2 72.6 63.4 ri 162 108.8 99.6 86.4 84.5 73.8 128 74.2 67.9 58.9 57.6 50.3 zo J 131 75.9 69.5 60.3 59.0 51.1 in 148 81.4 74.5 64.6 63.2 52.5 N M VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF LIS: 3 (NAILS) X 84.5 (LB/NAIL) X IA5 (DOL) = 291.5 LB MAXIMUM CAPACITY ANGLE MAY VARY FROM 30' TO 60' 45.00° ANGLE MAY VARY FROM 30• TO 60' STDTL11 THIS DETAIL IS ONLY APPLICABLE TO THE THREE ENO OETAILS SHOWN BELOW. VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW 2X4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE 45.00° SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY VARY FROM 30' TO 60' LI OTO I t FEBRUARY 17, 2017 UPLIFT TOE -NAIL DETAIL STDTL12 TOE —NAIL WITHDRAWAL VALUES PER NOS 2005 (LB/NAIL) OIA. SP OF HF SPF SPF—S Lo z .131 59 46 32 30 20 0 A -i . 135 60 48 33 30 20 A- 1 ROOF TRUSSES 4451 ST. LUCIE BLVD. U . 162 72 58 39 37 25 FORT PIERCE, FL 3046 (1) 1 1 772-409-1010 1 7 .128 54 42 28 27 19 F. z LO 0 .131 55 43 29 28 19 Ui 1 Lo . 148 62 48 34 31 21 z C' z 120 51 39 27 26 17 0 THIS DETAIL SHALL BE USED FOR A CONNECTION z .128 49 38 26 25 17 0RESISITINGUPLIFTFORCESONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. .131 51 39 27 26 17 148 57 44 31 28 20 NOTES: I 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 3W WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER ENO AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (0.162' DIA. X 3.5') WITH SPF SPECIES TOP PLATE 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 (OOL FOR WIND) = 177 LIB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LEIS (177 LBS) BUILDING DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION. USE (3) TOE -NAILS ON 2X4 BEARING WALL USE (4) TOE -NAILS ON 2X6 BEARING WALL 1 VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLYI NEAR SIDE NEAR SIDE 39* T TOP PLATE OF WALL L— IV' FOR-13' NAIL 1-17%7.25' NAIL FAR SIDE 1-3/16' FOR 3.5' NAIL SIDE VIEW END VIEW v FEBRUARY 5, 2016 A-1 ROOF TRUSSES 4451 ST. LUCI E B LVD. FORT PIERCE, FL 34946 772-409-1010 1.0 x '+ TYP 2x2 NAILER ATTACHMENT I STDTL]3 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. 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 O.C. UPLIFT CONNECTION SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES STDTL 14 MAX 3011 (2R_ /RR) 2x6 #2 SP (Both Faces) 24RR O.C. SIMPSON H5 af.a think new'n+e.n:4e'Atp^4 lkhtR):'SF.,.itb'tkt tiF+a tf.MtlKnR il'Ka,'iM'.Yj A(FX5M2ttft tEF1'hca Eeh ba,r..a rr. wrt mf vrn sR ka:Qr."T'•"'litt€}a4w mrs i. k M R.t. E ae.++a w[na..A 9rRn rtrenu w0.Nwe.IP6. xm It le«TMaerc pr^`.NFk mMAn a•tASk•k 4R 1 1 §aW R'^ %M`i+S*„' M Nwe tA#M wh a M.RAe lab wfrtl^.Y nw+.'#heb+MwF'T b.q}grvktt HF+WxW S pir k.M `N N yrwf el'*-h+.*f MSw. +n.frR AnCAOn)` S. Tatt1JQ I, k>.(:. M4 bat FUWAn en iawaMq eM .aC fuh.se4•w R+#wt x ae.». ar ta fir, 4. ss .ee a+.tWAtkaasm .4 w,•eK 2R n+mk «o-d w vs.efel#Rwk r4 4-'+artw.i. tnn 4kR. e*r«+Mtara s @OEtBiMWpBty«Hlam. R£egm MxM ar loaf ryanr ef..4tl.xaRw bSY..)++4* tJgawww.N wh"eak M'KA.ewMmA9t*gwo-vE txbue E!F 6mee. tee .a+R, w+ee«roxnd. Y*x 9+w^-hw h*'P°' <witni Ma.++ne.+n. wxia 415E St_Iud. 131WIhApr.ere Muektone a;..Aw..upA!4Q Wets udeq tic;e,.Fki.f itAaern.?`bPwN.y Arq.e, bnri famea+et S+xnMaurtmw.asw MMu rt;riJ Fptt VetcU, FL 344-1e agy+gA s> 4Ri6 MI R.N €rs+aA Wk., I loab fl1. f I, R.F'.6 iewkRn ".—I. Ewa. i. pr+ 4'.4.Wwµ*e.tm" Ra 1,- A-11.01 xsn Wk., l_ I.,*. III P 1, FEBRUARY 17, 2017 ( STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTL15DAMAGEDORMISSINGCHORDSPLICEPLATES A-1 ROOF TRUSSES 4451 ST, LUCIE BLVD. FORT PIERCE, FL 34946 772409.1010 TOTAL NUMBER OF NAILS EACH SIDE OF BREAK * X INCHES) MAXIMUM FORCE (LBS) 157 LOAD DURATION SP OF SPF HF 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 20 30 24' 1706 2559 1561 2342 1320 1980 1352 2028 26 39 W. 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' OIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 3' MEMBER ENO 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 REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE). DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED, 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 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. FEBRUARY 17, 2017 1 SCAB APPLIED OVERHANGS I STDTL16 A-1 ROOF TRUSSES 4451 ST, LUCIE BLVD. FORT PIERCE,FL 34W 772-409-1010 TRUSS CRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 1.15 SPACING: 24' TOP CHORD: 2X 4 OR 2XIG PITCH: 4/12 - 12112 HEEL HEIGHT: STANDARD HEEL UP TO 12, ENERGY HEEL ENO BEARING CONDITION NOTES: L ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF tOd COMMON WIRE NAILS (.148' OIA. X 3') SPACED 6' D.C. 2, THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3, WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES, 2X- SC 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' D.C. MAXIMUM AND HAVING PITCHES BETWEEN 4112 AND 12112 AND TOTAL TOP CHORD LOADS NOT EXCEEDING 50 PSF. TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY. IREFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES A-1 ROOF TRUSSES A FLORIDA CORPORATION Important Notes / Please Review Prior to Truss Installation: 1) Trusses are to be handled, installed and braced in accordance to the following standards: ANSI/TIP 1-2007; WTCA 1-1995 — "Standard Responsibilities in the Design Process Involving Metal Plate Connected Wood Trusses", and "SCSI 1-03 Guide to Good Practice For Handling, Installing, & Bracing of Metal Plate Connected Wood Trusses" published by WTCA and Truss Plate Institute. Any of this material can be obtained by contacting A-1 Roof Trusses. Spanish versions are also available. 2) All temporary and permanent bracing design, connection, material, and labor by others. 3) Truss designs are for an individual component, not for a truss system. Reactions and uplifts may vary from building designers calculated loads. The building designer is ultimately responsible for clarifying any discrepancies. 4) If provided by truss manufacturer, any engineered beams provided have been sized using information design guides or software provided by the beam manufacturer. The building designer should verify all loads uplifts, and bearing requirements. Truss manufacturer is not responsible for specifying beams, other than those provided by truss manufacturer. 5) Unless specified, roof trusses are not designed for any additional attic storage loads. 6) On flat surfaces, adequate drainage must be provided to avoid ponding. 7) It is the builder's responsibility to assure there is adequate room for A/C ducts, electrical wiring and plumbing runs to assure they do not interfere with the truss chords. (Roof and floor.) Truss chords and webs cannot be cut. Attic access opening should be located between trusses unless otherwise noted. 8) Unless specified, valley framing design, connection, material and labor to be supplied by the builder. 9) Attached drawings are standard details that cover most installation standards. Structural details provided by the building designer supersede any attached details. 10) Trusses are not designed to carry the chimney, cupola, steeple, or other structures unless specified. Structure should be framed through the trusses to be supported by the foundation. In cases where trusses are designed to carry the structure above all loads and uplifts MUST be verified by building designer. Connection of structure to trusses must be provided by the building designer. 1 1) The specific engineered truss drawings are subject to other terms, conditions, and details on the truss placement plan and/or individual truss design drawings. 1 2) Trusses are designed to carry ONLY the specified loads on the engineered drawings. Point loads for materials, erection personnel, equipment, whether temporary or permanent, are not allowed unless specified on sealed engineered drawings. Any questions or comments feel free to contact A-1 Roof Trusses at 772-409-1010. 4451 St. Lucie Blvd., Fort Pierce, FL 34946 772-409-1010 Office 772-409-1015 Fax www.AItruss.com usMYSTRUCTURALM('0NNFCT0R;' A IM Tiak' Companyy Hangers Allowable Load (lbs) DF-L / SP LSL LVL PSL SPF WOIST 160% LISP Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule Tl JUS24 1881, 655 750 820 510 4) - 10d (Header) FL821.39, 2) - 10d (Joist) 11- 0510.01, RR 25779 LUS24 670 765 825 490 4) - 10d (Heoder) 2) - 10d ()oust) T2 JUS26 1881, 850 975 1060 1115 4) - 10d (Header) FL821.42, 2) - 10d (Joist) 11- 0510.01, RR 25779 LUS16 S55 990 1070 1165 4)- 10d(Header) f2l - IW (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) - I0d (Carried Member - Top Flange) f 22) -16d (Face - Fare Mount) f2) . 16d (Face - Top Flange) 4) - 16d (Tap - Top Flange) THA1421 1835 1835 1835 2) - 10d x 1.1/2 or 2 -10d x 1-112 (Carried Member) 20) - 10d or (2) - 10d (Face) f4) -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 (Corned Member) 20) - 10d x 1-112 fCarried Member - Moir Nailing) 20) -16d x 14/2 fCarrying Member) 20) - 16d x 1-112 (Carrying Member - Max Nailing) usP MSTRUCTURAL CONNF:C'TOR5` A Wak' Company Hangers Allowable Load (Ibs) DF- L / SP LSL LVL PSL SPF I -JOIST 160% LISPLabel Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T5 THD26-2 1781, 2540 2920 3175 2285 18) - 16d (Face) FL13285. 35, 12) - 10d (Joist) 06- 0921. 05, RR 25843 13116- R HHUS26- 1 2785 3155 3405 1550 14).16d (Face) 6) - 16d (Joist) HTU26- 2 2940 3340 3600 2175 20) -10d (Carried Member - Max Nailing) 120) - I6d (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) -10d x 1.112 (Carried Member - Max Nailing) 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 4680 3485 26) -10d (Carried Member - Max Nailing) 26) - 16d (Carrying Member - Max Nailing) T8 THD46 1781, 2540 2920 3175 2285 18) - 16d (Face) FL13285. 35, 12) - 10d (Joist) 06- 0921, 05, RR 25843 13116- R HHUS46 2790 3160 3410 1550 14)-16d{face) 6) - 16d (Joist) USP STRUCTURAL ONNFC:TORSk T A, MiTsk' Company Hangers Allowable Load (Ibs) DF-L/SP LSL LVL PSL SPF I -JOIST LISP 160% Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T9 THD48 1781, 3950 4540 4935 2595 28) - 16d (Face) FL13285.35, 16) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS48 4210 4770 5140 2000 22) -16d (Face) 18) - 16d (Joist) T10 THDH26-2 1881, 3915 4505 4795 2235 20) - 16d (Face) FL821.75, 8) - lOd (Joist) 06- 0921.05, RR 25779 13116-R HGU526-2 4355 4875 5230 2155 120) - I6d (Face) 8) . 16d (loist) 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 20) - 16d (Face) 8) - 16d (Joist) T12 THDH28-2 1881, 6535 7515 8025 2665 36) - 16d (Face) FL821.77, 10) - 16d (Joist) RR 25779 13116-R HGUS28.2 7450 7460 7460 3235 36) - 16d (Face) 12) - I6d (Joist) T13 THDH28-3 1881, 6770 7785 8025 2665 36) -16d (Face) FL821.75, 10) -16d (Joist) 06- 0921.05, RR 25779 HGU528-3 7460 7460 7460 3235 36) - 16d (Face) 112) -16d (Joist) W 1 us STRUCTURALOCONNECTORS' A Welk" Company Fastener Comparison Table Connector Schedule Group Label LISP Stack No Required Fasteners Reference No Required Fasteners 4) - 10d (Header) 4) - 10d (Header) T1 JUS24 LUS24 2) - 10d (Joist) 2) - 10d (Joist) 4) - 10d (Header) 4) - 10d (Header) T2 JUS26 LUS26 4) - 10d (Joist) 4) -10d (Joist) 22) - 10d (Face - Face Max Nailing) 6) - 16d (Carried Member - Face Mount) 6) - 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) - lod (Top - Top Max Nailing) 4) -16d (Top - Top Flange) 11) - 10d x 1-112 (Carried Member) 18) - 16d (Face) 12) - 10d x 1-1/2 (Joist) 120) - 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) TS THD26-2 HHUS26-2 12) - 10d (Joist) 6) -16d (Joist) 28) - 16d (Face) 26) - 10d x 1-112 (Carried Member - Max Nailing) T6 THD28 HTU28 16) - 10d x 1-1/2 (Joist) 26) - 16d x 1.112 (Carrying Member - Max Nailing) 28) - 16d (Face) 22) -16d (Face) T7 THD28-2 HHUS28-2 16) -10d (Joist) 8) - 16d (Joist) 18) - 16d (Face) 14) -16d (Face) T8 THD46 HHUS46 12) - 10d (Joist) 6) -16d (Mist) 28) - 16d (Face) 22) -16d (Face) T9 THD48 HHUS48 16) - 10d (Joist) 8) - 16d (Joist) 20) - 16d (Face) 20) -16d (Face) T10 THDH26-2 HGUS26-2 8) - 16d (Joist) 8) - 16d (Joist) 20) - 16d (Face) 20) - 16d (Face) T11 THDH26-3 HGUS26-3 8) - 16d (Joist) 8) -16d (Joist) 36) - 16d (Face) 36) - 16d (Face) T12 THDH28-2 HGUS28-2 10) - 16d (Joist) 12) -16d (Joist) 36) - 16d (Face) 36) - 16d (Face) T13 THDH28-3 HGUS28-3 10) - 16d (Joist) 12) - 16d (Joist) us STRUCTURAL CONNECTORS A Mi'%k' Company JUS24 s US26 MSH422 k THD26 THD26-2 THD28 A T oft Y t i a: S` p THD28-2 THD46 THDH26-2 Q ter a 4 it i THDH26-3 THDH28-2 THDH28-3 REPAIR REQUESTS When sending in repair requests, please use engineering sheets to describe the issue or damage, and email to design@altruss.com. Engineering sheets correctly marked with the issue / damage are required. NOTE: Photos of the issue / damage can be included with the engineering sheet, but pictures by themselves are in most cases not very helpful. 1. Do not attempt to repair truss until contacting truss manufacturer for recommended repair. 2. if there are any special circumstances (sheeted, ductwork or similar obstructions, etc.) please make sure you note it on the drawing or email request. 3. We cannot provide sealed drawings for "field built' trusses. 4. See example markup details below. BREAK: Use a line to denote the MISSING l DAMAGED PLATE: exact location of the break Circle Missing or Damaged Plate 3 71 4 S e r 8 4 t `"..' S .,-8., 11 12 13 i =PF MAP nr swim ALTERNATE I REVISED BEARING LOCATION: Draw in new location of bearing, and provide dimension of it`s location k1l MISSING PIECE: Ifthere are multiple breaks, resulting in missing en BREAK: Use aline to SPLIT I CRACK: Denote exact location of denote exact location of break damage, and pro nde length if greater than 12" -- - ........_.-___ TRUSS MODIFICATION: If truss is too long f short, provide detailed sketch and provide dimensions as needed MISSING I DAMAGED PLATE: Circle Missing or Damaged Plate e 7 DEFLECTION [ CROWN: Denote exact location of where the start and 1" out of plane stop of the issue. as well as dimensions of where the issue occurs. to 11 s 3 J/8"r F _ r y - - 55/8",1 w. 11 act' 31 S M ;.___.......__.. r V 0' I HATCH LEGEND u 9' -4" A. FF- I 18' - 9 7/8" A.I-. I-. oC " It Off NOTE: Trusses are designed for SHINGLE material t Intifv trnac manrnfartrtrpr if mAtpriAl is nthpr than chinolp 4UNLESS NOTED OTHERWISE) NOTE: ALL CEILING DROPS BELOW BEAM ARE BY BUILDER (UNLESS NOTED OTHERWISE) NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING DESIGNER IS REPSONSIBLE FOR THE STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS. FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 AND/OR ENGINEER OF RECORD r REPRESENTS THE LEFT SIDE OF It EACH TRUSS DRAWING JUS24.H, THD46 tU526 M544422 THD26 M0526 THD28' L) .-- THD262 1 MA --- F T14D28- 2 JUW 16611 HANGER BY BUILDER LOADING ROOF FLOOR i WIND LOAD200LIVE LOAD 40 ASCE710 00 u I DEAD LOAD 10 10 150 MPt4 3 ExR C 0 LOAD (m10 ( 0CATEGORY ORYit LIVE DEAD LOAD j W 5 ENCLOSED TOTAL LOAD 40 55 FBC- 2017 1 z i DURATION FACTOR i 125 LOO ! FPt - 2014 1------ --- --______..___.__.. REV DATE ; BY' REMARKS 1 tJ 13/2011 IT jRELOCATE FLI t AT STAIR OPENING 3L/16J201&1 IT ICOOEUPDATE tt ,s Understood that above ixx,&i0n5 bate been reYl2wed APPROVED are acceptable for the fabocatton et frusses. APPROVED AS NOTED e€ecattons.pdches. averbaogs. REVISE AND RESURWT tascias. ceiRng elevabons/ptches. bearingREJECTEDconditions & ag detail pertaining i--- to this truss pkarentent plan. No back charges mil be accepted without precious —then DATE approcat fromofanA-t Roof Trtt cnn-- RFV rMtFh at PLAN DATE ARCH: CLISTOMER RYAN HOMES JOB NAME tARGOc1'6' GRA W RYifC OPTION(S) ETFfWOED [RM47/9'-d' 01G COMMNTY LOT B BLDG TYPE BLDG M JOB N MASTER WRCLGIBER DATE 12J09J2DI6 DRAWN SCALE 7 HF. S E AREA CAIC FLOOR T 129 - t A-1 ROOF ROQF 2713. 66 M: TRUSSES o E FASCIA 325 I`W£' E HIP UNE VALLEY 127 A FLORIDA CORPORATION 3 £ - LINE 17 Ph i77-4O4-70101 Fax 772 09-4015 f:2 City of Sanford Building and Fire Prevention Product Approval Specification Permit # # 18 - 13 75 Project Location Address-23 For 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 Sliding Ply Gem 4780 SGD 14634 - R3 Sectional Wayne Dalton 9100 - #0600 #0607 9147.11/8174.2 - R 12 Roll Up Automatic Other 2. Windows Single Hung Ply Gem 1500 16103 Horizontal Slider Casement Double Hung Fixed Awning Pass Through Projected Mullions Ply Gem 1500 16118 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Descrietion Florida Approval # including decimal) 3. Panel Walls Siding Soffits Aluminum Coils Inc. Aluminum Soffit Panels 12194 - R7 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 - R1 2 Underlayments InterWrap Inc. Rhino Roof Underlayment 15216 - R3 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 DesgVtion 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 - RI Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Tracy McDonald Please Print) June 2014 Caristrudtion Ptoducts 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.gracecomtrucfion.com www,graceathoMe.corn 3. Product Description BASIC USE Grace Vyc ore 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 seat around the outside and inside of doors and windows and can be used to seal joirk seams, holes_ and other undesirable openings in wag systems, COMPOSITION & MAT132M Grace Vycor Plus Self -Adhered Hashing is a 25 mil (0,64 mm), cold applied, self -adhering - membrane consisting of a 3 mil (00 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 RiPODRDI ° a cord embed- ded in the adhesive layer that allows split release on demand, RIPCORD makes the mern- brone installation faster and easier and enables proper integration with the other waterproofing elements of the wag system. Priming is generally not required for most substrates provided they are dean and dry. However, oh concrete, masonry and DensGlass Gold8 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 ft21gal 6 - 8 rr/y. 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 Hashing must not be applied in areas where it will be per- manently exposed to sunlight, and must be covered within a reasonable amount of time not to exceed 30 days. Grace Vycor Plus should not be used in hot desert areas in the southwestern United States. The following sealants are chemically com- patible with the adhesive side of Grace Vycor Plus Self -Adhered flashing if the specific formu- lotion does not contain hydrocarbon solvents: silicone, acrylic butyl, 1-part polyurethane and 2-port 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 Techntoal Leifer 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 AS1M International ASTM C836 Standard Specification for High Solids Content Cold Uquid-Applied Hastomeric Waterproofing Membrane for Use with Separate Wearing Course ASTM D412 Standard Test ' Methods for Vulcanized Rubber and Thermoplastic Rubbers and Thermoplastic Hastomers-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 Underlayment for Icd Dam Protection ASTM D3767 Standard Practice for Rubber - Measurement of Dimensions FLEXIBLE FLASHING 07650 Grace Construction Products PHYSICALICHEMICAL PROPERTIES See Table 1, 5. installation STORAGE Protect materials from rain and physical dam- age. Pallets of Grace Vycor Plus Self -Adhered Flashing should not be double stacked on the jobsite, Provide cover on top and all sides, allow- ing for adequate ventilation. Store this product in its original, unopened packaging at ambient temperatures between 40 - 90 degrees F (5 - 32 degrees C), under dry conditions and away from exposure to direct sunlight. Store all prod- ucts in a dry area away from high heat, flames or sparks. Store only as much material at point of use as Is required for each day's work. ENVIRONMENTAL CONDITIONS Grace Vycor Plus Self -Adhered Hashing can- not be applied to moist or damp surfaces. After precipitation, allow a minimum of 24 hours for drying before installing the flashing, Grace Vycor Plus Self -Adhered Hashing can be applied at air and surface temperature of 25 degrees F (4 degrees C) and above. APPLICATION ME[HODS Surface Preparation Substrate must be smooth, dean, dry and free of voids, spoiled areas, loose substrate, loose nails, other sharp protrusions or other matter that wig hinder the adhesion or regularity of the flashing installation. Clean loose dust or dirt from the surface wherever Grace Vycor Pius Self -Adhered Flashing is to be applied by wip- ing with a dean dry cloth or brush. If the flash- ing does not adhere properly to the substrate, apply Perm -A -Barrier WB Primer at a coverage rate of 250 - 350 ff'/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 Instal 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 Pius into appropriate lengths. r:i d AtA° rna MAMFSW° ae twitte ed hadunoda of Rwwd 9cwv a Inc 4"s tentZ DATA IaR at mNams to tt e edtw 1 st}ie _ Reed Construction i 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 flshmouths along the edges. Roll flashing firmly into place to ensure confiin- 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 flashing must be continuously supported by the sub- strate and must not span or bridgb joints, gaps or voids in excess of 114e (6A mm). End laps that occur in subsequent lengths must maintain a minimum overlap of 31(75 mm). PROTECTION Grace Vycor Plus Self -Adhered flashing must be protected from damage from other trades or construction materials. SAFEM STORAGE & HANDLING Grace Vycor Plus Self -Adhered flashing 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 AVA kBIUTY A nationwide network of distributors carries Grace Vycor Plus Self -Adhered flashing prod- ucts, Contact a Grace Construction Products representative for ordering and delivery information. COST Grace Vycor Pius Self -Adhered Rashing is competitively priced, For specific information, contact a Grace Construction Products repre- sentafive, FLEXIBLE FLASHING 07650 Grace Construction Products TABLE 1 TYPICAL PHYSICAL PROPERTIES OF GRACE VYCOR PLUS SELF -ADHERED FLASHING Property & test Typi value Color Gray -Black Thickness, ASTM D3767, Method A 25 rim (0.64 mm) Low temperature flexibility, ASTM D1970 Unaffected at -45 F (-43°C) Eongation, ultimate failure of rubberized asphalt, per ASTM D412 200% minimum racked cycling DO cycles per ASTM C836 Unaffected at -25°F (-32°C) Lap adhesion at minimum application temperature, 60 plf (875 N/m) width ASTivi D1876 Modified Adhesion to concrete at minimum application temperature. 60 plf (875 N/m) width ASTM D903 7. Warranty Grace Vycor Plus Self -Adhered flashing is war- ranted at the time of shipment to meet Grace's published specifications, 8. Maintenance Grace Vycor Rus Self -Adhered flashing, when installed in accordance with manufacturer's recommendations, 41 not require maintenance. 9. Technical Services Full-time, tedviia* trained Grace Construction Products representatives and ted-rical person- nel, backed by research and development staff, provide support. 10. Filing Systems First Source's Additional product information is available from the manufacturer. W. R Grace & Ca -Conn. hopes the Hamarioo here soli be helpfri d is based upon data and k vMadge considered to be hue and accu- rate and Is offered for the Lmani'consideration, investigation and ver- ification but we do not wcmart the resufis to be obtahed. Flame read r9 statements, remrnnoyJations and sdggestiorns In cortu nc- flan %#h our ca dfmns of sole, wtch apply to al goods svpp ed by us. No datemart, recommendation or suggestion is intended for any use vAich wed Infringe any patent or copyright. W. R Grace & co Conn, 62 VMernore Aver A Cambridge, MA Me In Canado, Grace Canada Inc. a 4 aerrnants Rood West Ajax Ontario, Conoda Lis 3C& tiifuthene, Perrn-A-Roaler and Vycar are registered trtdemafks, and RPOM Is a trademark of W. R Grace & Co, -Conn DansGms Gold Is a registered trademark of Geagla•Padfic Corporalior, Copy## 2DD4 W. R Grace & 0D.-C or n, TP-09 E . Printed in the U.S k 8104 Al51u/3M r n3) cwx^.narae rmn M,WIkve ore redsWed tdodamoft of Reed ecavier Inc. The ten pW SPEGDATA fw not mntomu to the edit rlal I*e .. _. y. Reed Constavction lashing Appiicatidn 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 (VCRDEl=100 to 106) for additional flashing options located on pages 27-33. 11 119 Step One: Pre-cut the Grace Vycor Plus flashing using the measurement markings. The length of the flashing should extend beyond the sill equal to the width of the jamb flashing (see Table I, page 8). Step Two: Before installing flashing on sill and iambs, locate the RIPCORD. 13 Step Three: Rewind the pre-cut flashing. Position inside rough opening on the vertical jamb 9 inches up on each side. Apply to win- dowsill, removing half the release paper and exposing the adhesive. Roll firmly into position. Make vertical relief cuts starting from corner of win- dow sill upward. Roll firmly into place as necessary. Note: Do not remove the release paper on the bottom half of the flashing until future tie-in with the weather -resistive harrier 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. (ASTIVI does not require a sealant on fop of window flange when using self -adhered flashing.) El lashing Ap' cAon Instructio is for Windows WINDOW INSTALLATION: METHOD A BEFORE WEATHER -RESISTIVE BARRIER (continued) Step Four: Apply the pre-cut jamb flashing onto the nailing flange. Position above the head flange. Unroll flashing and expose adhesive by removing the release paper. Rail firmly into place as necessary. Repeat on the other side. Step Five: Install the pre -Gut 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 barrier to ensure a water shedding tie-in. 12 Flashing Application Insfirocfiions for Windows WINDOW INSTALLATION METHOD B: AFTER WEATHER -RESISTIVE BARRIER In this option (see Detail VCROEf--100) the weather -resistive barrier has already been installed before the window and flashing. 11 13 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. Fiashili ' Apph *60aii 1pstructions for Windows WINDOW INSTALLATION-. METHOD B AFTER WEATHER -RESISTIVE HARRIER (continued) 1 Step Four: Reroll the pre-cutflashing. Position inside of rough opening on the vertical jamb. Apply flashing to window sill by removing half of the release paper and exposing the adhesive. Roll firmly into position. Make vertical relief cuts starting from corner of Windowsill upward. Roll firmly into place as necessary. Note: Do not extend sill flashing beyond outside edges of jamb flashings. install window as per manufacturer's recommendation. if sealantisused, ensure all excess sealant is removed from nailing flange and surrounding area to provide a smooth continuous substrate. 15 Step Five: Applythe pre-cutflashing onto the nailing flange after Window has been installed. Position jamb flashing above the head flange. Note: Do not remove the release paper on the other half of the flashing if future tie-in with top of vinyl sid- ing is required by others see Detail VCROET-107). Unroll flashing by removing the release paper exposing the adhesive. Roll firmly into place as necessary. Repeat on other side. 16 L]17 f [asihing Application [nstructions for Windows WINDOW INSTALLATION: METHOD B AFTER WEATHER -RESISTIVE BARRIER (continued) Step Six: Install pre-cutflashing overthe window head flange by removing release paper, exposing the adhe- sive. Roll firmly into place. Mechanically tasten neaa flashing attop outermost corners, as necessary. Step Seven: 17 Remove temporary secure ment of weather -resistive barrier above header. Fold over head flashing. Seal with weather -resistive barrier seam tape. Install siding and flashing below window as per siding manufacturer's or Vinyl Siding Institute recommendations. 18 Step (tight: Flashing should be long enough to direct water overthe nailing flange of the last course of siding sea Detail VCRDET 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). lashing Application iristrdctions for Doors DOOR INSTALLATION Like flashing v indows, Grace Vycor Plus is also the product of choice for flashing around doors. 11 Step One: Using the measurement markings, pre-cut a 12 inch piece of Grace Vycor Plus. Install onto ledger board. 13 Step Two: Install the weather - resistive harrier as per manufacturer`s recom- mendation. Cut outthe weather -resistive barrier from rough door opening. Remove also from inside bottom of silt. Step Three: Install corner patch under- neath the weather -resistive harrier as per Detail VCRDEF 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. Head flashing tie-in instructions: Flanged Window VCRDET-too 1. Cut, fold up and temporarily secure header toweather -resistive barrier above Flashing Installation After Weather -Resistive Barrier allow for flashing installation 2. Install Grace Vycor" Plus head flashing FOLD UP WEATHER- under weather -resistive barrierWEATHER- MECHANICALLY FASTEN RESISTIVEASNECESSARYIN RESISTIVE BARRIER k TEMPORARILY SECURE 3 Fold weather -resistive barrier back over CORNERS THROUGH BARRIER head flashing and seal with tapeGRACEWCORePLUS , , Notes: EXTERIOR 1. For the most current details, installation s SHEATHING video and product information, see our BAWER''..: ` SILL PLATE web site at vdww.graceconstruction.com TAPE I SEEVCRDET-106 FOR OPTIONS) 2. RIPCORD r (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 5 / 3. Remove weather -resistive barrier from top GRACE VYCOR!'PLUS of window sill plate 4. install Grace Vycor Plus in order9shownbynumbers DO NOT FLASH OVER BOTTOM NAILING Fi.ANGE 5, Install Grace Vycor Plus and weather - resistive barrier to form water -shedding laps 6. Detail also relevant for Grace VycorV40 Flanged Window VCRDEi-101 Option 1- Low Exposure Notes: EXTERIOR 1. For the most current details, installation video r SH and product information, see our web site atNAILINGFLANGE wwW.g raC2COn StrUCtl Q n. GO m MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH r R EATHING Z,2. RIPCORD" (Split Release on Demand) can be GRACE VYCOR® PLUS SiLL PLATE removed from Grace Vycor Plus for ease of SEE VCRDET-106 FOR OPTIONS) installation 3. Install Grace Vycor Plus in order as shown by numbers 4. If applicable, leave release paper on lower r i 1GRACE half of sill flashing until future tie-in GRACE } VYCORM PLUS vYCORo PLUS 6, Install Grace Vycor Plus and weather -resistive barrier to form water shedding laps 6. Detail also relevant for Grace Vycor V40 OVER —/ DO NOT FLASH BOTTOM NAILING FLANGE Flanged Window VCRDET-1o2 Option 2 - AAMA Recommendation Notes: NAILING FLANGE MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE VYCOR® PLUS •—I GRACE VYCOR® DO NOT FLASH OVER — BOTTOM NAILING FLANGE a i EXTERIOR SHEATHING GRACE® VYCOR PLUS For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORDO (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 VycorV40 Flanged Window VCRDET-103 Option 3 - Severe Exposure Notes: MECHANICALLY FASTEN AS---- EXTERIOR SHEATHING i. For the most current details, installation NECESSARY IN CORNERS :."; ° r video and product infarrnation, see our web THROUH GRACE VYCOR PLUS site at v ww.graceconstructim on.co 2. RIPCORDW (Split Release on Demand) can be SILL PLATE removed from Grace Vycor Plus for ease of SEE VCRDET-1as FOR OPTIONS) installation 3. Install Grace Vycor Plus in order shown by numbers on lower 4. If applicable, leave release paper GRACEGRACEI. VYCORM PLUS half of sill flashing until future tie-in VYCOR@tPLUS 5. Install Grace Vycor Plus and weather-resis- tive barrier to form water -shedding laps f% 6. Detail also relevant for Grace Vycor V40 DO NOT FLASH OVER BOTTOM NAILING FLANGE Half Round Window vcRoEr-104 Option I - Low to Moderate Exposure REFER. TO TECHNICAL — LETTER-0 ON CHEMICAL COMPATIBIUTYWTH NAILING FLANGE DO NOT FLASH OVER BOTTOM NAILING FLANGE 01TERIOR SHEATHING GRACE VY00e CORNER PATCH - SEE VCRDET-504 FOR OPTIONS) Notes: 1. For the most current details, installation video SILL PLATE and product information, see our web site atSEEVCRDET-106 FOR OPTIONS) WWW.graceconstruction-com 2. RIPCORD® (Split Release on Demand) can be removed from Grace vycore Plus for ease of installation 3. install Grace Vycor plus in order as shown by numbers E 4. Mechanically, fasten as necessary vYco0 PL.Us 5. If applicable, leave release paper on lower half of sill flashing until future fie -in 6. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 7. Detail also relevant for Grace Vycor V40 Half Round WindowVCRDET-105 Option 2 - Severe Exposure Notes: EXTERIOR SHEATHING 1. For the most current details, installation video and product information, see our web site at REFER To TECHNICAL www. graceconstruction.corn LETTER #1 ON CHEMICAL COMPATIBILITY WITH .> =* ' ,.-"sILL P 2. RIPCORD® (Split Release on Demand) can beNAILINGFLANGEVCFT-106 FOR O DNS) = removed from Grace Vycor plus for ease of GRA( 2) CE installation VYCORO PLUS 3. Install Grace Vycor Plus in order shown by numbersGRACE vYG PWS 4, Mechanically fasten as necessary 5, if applicable, leave release paper on lower half of sill flashing until future tie-in 4 6. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps Do NOT FLASH OVER 7. Detail also relevant for Grace VycorV40BOTTOMNAILINGFLANGE Sill Plate OptiOnS VCRDET-106 OPTION - A WOODEN SIDING SILL PLATE GRACE VYGOR@ PLUS WALL SHEATHING OPTION - Bi Notes WALL SHEATHING Tie-in with Vinyl Siding at WindSi[K 1. For the most current details, installation CORNER PATCH on video and product information, see our compxnoLEosAuwT web site ,t m-"vx l O" mond)con w» oosw be removed from Grace Vycnr"Plus for FURRINGSTRIP ease of installatioo 3. Rammewee e uio vebo erhnm SILL PLATE top ufwindow sill plate 4.Install sill flashing aashown atleft 5. Install Grace Vycor Plus around remaining Window unit per Grace Window Details 6, Install Grace Vycor Plus and weather - resistive hurriertofonnwotepoheddiog mpo 5. option G: Install wooden furring strip on top mfwooden siding prior10Grace Vymu/ Plus6. Detail also relevant for GraceVycorV40Notes: 1. Fmthomost current details, installation video and product information, see our web site otvwww. grarecunxnc on.cum 2. 0PCORDv(Split Re|oaxoonDomond)oanhanomovu from Grace VycorePNxfor ease nfinstallation 3. Install Grace VymurPlus and weather -resistive barrier 1nform RD@ ' woteroheddinQ|op» RELEASE ONOENAND,) 4. Remove weather - resistive barrier from top ofwindow sill plate SILL PLATE 5. Leave m|uoxopaper uolower half ofG ueVyo rP|uuSiU aE2VCRDEF1ne Flashing until future tie-in FOR OPTIONS) G. Extend Grace Vycor Plus ovenailing flange ofthe last com- plete mumoofxidingpaoa| and trim Grace VymorPlus tn 1SMEAJH|NG protect from permanent exposure toUV 7.Install Grace VycorPlus around remaining window unit per Grace Window Details (VGROET- l0O1o105) WEKTHER-RE |S VE 3AF0|ER<DPTIONAL 8.Detail also relevant for Grace VycorV4O S. Leave release paper nnorother bond breaker between Grace VymurPlus and vinyl 500OutsideCornerVdRDET BARRIER (OPTIO GRACE VYCO(D PLUS Wallout side CornerVCRDB-5N Notes: 1. For the most current details, instal lafiunVideo and product information, see our web site at vmwvxgrammonmmcnoo- xom iEATH| NG 2. R|PCOR»*(Split Release unDemand) can be removed from Grace Vymo Plus for ease of installation 3. Install Grace VycurPlus inorder oxshown by numbers 4. Mechanically fasten monecessary 5. Install Grace VycurPlus and weather -resistive banior10form water -shedding laps GRACE VYCURO PLUS G ' Detail also relevant for Grace VYcorV4O iET-5UFOR OPTIONS) YO For the most current details, inota| lafioo video and product information, see our web site atwww.graceconstmcfion.com 2 R|PCOROm( Split Release nnDemand) can beremoved from Grace VYcor"Plus for ease ofinstallation 3.Install Grace VycurPlus and vvoather-reuis- tivebaniortofonmvatepxhedding|apo 4. Extend Grace Vycor Plus beyond joint between siding and comer post/boards ' 5.Install Grace VycorPlus oooutside comer for the height of the wall G. Detail also relevant for Grace VymorV4U inside Corner VCRDEr-502 RUBBI ASPH/ RUBBERIZED ASPHALT ADHESIVE R® PLUS ED RELEASE BE PAPER EXP SOEADHESNEASRENSHWN) 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 Vycor0 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- riarto form water -shedding laps 8. Detail also relevant for Grace VycorV40 Wall -to -Wall inside Corner VCRDET-503 Notes: VINYLSIDING r-, VYOORI SIDING WOODD_ SIDING'' 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 Vycoro 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 comer for the height of the wall B. Detail also relevant for Grace Vycor V40 Corner Detailing Patch Options VCRDE -504 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD" (Split Release on Demand) can be removed from Grace Vycor* Plus for ease of installation 3. Remove release paper at time of installation of comer patch 4. Nominal patch size is 3 inches x 3 inches 5. Detail also relevant for Grace VycorV40 Option -A F F--1 RELIEF CUT PATCH -A Option-g PATr .H-R Option-C riA i k n-rn INSTALLED AT CORNER F /-% 1 lif 1-u INSTALLED AT CORNER PATCH-G INSTALLED AT CORNER i Foundation Sill Plate VCRDEr-505 Option 1 ER-RESISTNE BARRIERBARRIER (OPTIONAL EXTERIOR SHEATHING GRACE VYCORO STUD WALL 1\ SILL SEAL GRACE VYC00 PLUS FOUNDATION WALL Votes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order shown by numbers 4. Install Grace Vycor Plus and weather-resis- tive barrier to form water -shedding laps 5. If priming is necessary, use Perm -A -Barrier WB Primer to promote adhesion to concrete 6. Detail also relevant for Grace Vycor V40 Foundation Sill Plate VCRDET506 Option 2 Notes: WEATHER -RESISTIVE BARRIER (OPTIONAL)l —A 1. For the most current details, installation video SHEATHING rSTUD WALL SILL SEAL GRACE VYCORO PLUS FOUNDATION WALL and product information, see our web site at www.graceconstructi on.com 2. RIPGORD® (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 weattler-resistive 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 VycorV40 Georgia-Pacific Technical Service Hotline 1.800.225.6119 orDensArmor w, sum.com Interior Panels ww Manufacturer Georgia-Pacific Gypsum Georgia-Pacific Canada 133 Peachtree Street MSO0 Meado val Bo levard, Suite 200 Atlanta, GA 30303 g Technical Service Hotline:1-800-225-6119 DescriptionDensArmor Plus® interior Panels are noncombustible (as defined and tested in accordance with ASTM E136 or CAN/ULC S714) interior panels that consist of a moisture -resistant gypsum core with coated fiberglass mats. The fiberglass mats provide superior protection from incidental moisture. DensArmor Plus Panels arehighlyresistanttothegrowthofmold, and have scored a 10, the highest level ofperformanceformoldresistanceunderASTMD3273testmethod. The core of DensArmor Plus panels is reinforced with fiberglass, increasing the product's strength. The treated core and the coated facings made with fiberglassoffergreatermoistureresistanceandimproveddimensionalstabilitythanregular 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°t) 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 UsesDensArmorPlus Interior Panels are an interior wall or ceiling covering material for use in new construction or renovation work They are designed for direct attachment wiff'Kcrews or nails to wood and metal framing or existing surfaces. They maybeusedasacoveringmaterialforflatorcurvedstructures. 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 beeninstalledmakingmoistureintrusioninevitable. DensArmor Plus Panels come with a limited warranty against delamination and deterioration for up to 12 months of exposure to normal weather conditions." Use in wet areas behind tile, such as tub and shower areas, where ASTM C1396, Section 7 is allowed by code. For complete warranty details, visit www.gpgypsum.com. Submittal Job Name Approvals Contractor Date Limitations DensArmor Plus Interior Panels are a non structural product and should not be used as a nailing base to support heavy wall -mounted objects - Intended for interior applications and soffits in protected areas, DensArmor Plus Panels must be kept dry during storage and handling. Do not use DensArmor PlusO Fireguard® (per ASTM C1658) Panels where there is prolonged exposure to temperatures exceeding 125'F (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 —CAUTIONThisproductcontainsfiberglass facings which may cause skin irritation. Dust and fibers produced during the handling and installation of the product may causeskin, eye and respiratory tract irritation. Avoid breathing dust and minimize con- tact with skin and eyes. Wear long sleeve shirts, long pants and eye protection. Always maintain adequate ventilation. Use a dust mask or NIOSH/MSHA approved respirator as appropriate in dusty or poorly ventilated areas.. Stack DensArmor Plus Interior Panels flat on a level surface. As individual sheets are removed for installation, they should be raised up on edge carefully and carried in a vertical position. Appropriate handling for gypsum board is also outlined in Gypsum Association Publications GA-216 and GA 801. Take care to avoid impact, undue flexing and subsequent damage to board edges, ends and comers. Material Safety Data Sheet (MSDS) is available at www.buildgp.com/safetyinfO or call 1-404-652-5119. Applicable Standards Manufactured to meet ASTM C1658, ASTM C1396 Section 7 and ASTM C1177. continued — 9 , GeorgiaPacific Dens.ArmorPlus& Interior Panels Sizes and Edges DensArmor Plus Thickness: 1/2" (12.7 mm); Width: 4' (1219 mm); Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered DensArmor Plus Freguard C Thickness: 1/2" (12.7 mm); Width: 4' (1219 mm); Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered DensArmor Plus Fireguard Thickness: 5/8" (15.9 mm); Width: 4' (1219 mm); Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered DensArmor Plus Fireguard C Thickness: 5/8" (15.9 mm); Width: 4' (1219 mm); Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered Physical Properties Technical Service Hotline 1.800.225.6119 or www.gPgYPSum.co.m Installation DensArmor Plus® Interior Panels should be installed according to the most current versions of Gypsum Association Publication GA-216 "Application and Finishing of Gypsum Board for Non -Fire -Rated Construction." For fire -rated installations, the installation and details shall be in conformity with those assemblies published in the Gypsum Association Fire Resistance Design Manual GA-600, UL and ULC Fire Resistance Directories. Thickness, nominal 4 1/2" (12.7 mm) 1/2" (12.7 mm) 1/64' (0.4 mm) 5/8" (15.9 mm) t 1/64" (0.4 mm) 5/8" (15.9 mm t 116V (0.4 mm) t 1/64" 10,4 mm) t Width, standard' 4' (1219 mm) t 3/32" (2.4 mm) 410219 mm) t 3/32" (2.4 mm) 410219 mm) 3/32" (2.4 mm) 4' (1219 mm) t t 3/32" (2.4 mm) Length, standard' 81(2438 mm)to 81(2438 mm)to 12' (3658 mm) 8'(2438 mm)to 12' (3658 mm) B1(2438 mm)to 12' (3658 mm) 12' (3658 mm) t 1/4" (6.4 mm) t 1/4" (6.4 mm) t 1/4" (6.4 mm) t 1/4" (6.4 mm) Weight', nominal, Ibs,/sq. ft. (Kg/mT) 2.0 (9.8) 2.0 (9.8) 25 (12.2) 2.4 (12.1) Tapered Edges Tapered Tapered Tapered Permeancey, Perms (ng/Pa - s • m2) 10 (570) 10 (570) 10 (570) 10 (570) Linear expansion with moisture change, in/in %RH (mm/mm %RH) 6.25 x 10 8 6.25 x 108 6.25 x 10 8 6.25 x 101 Coefficient of thermal expansion, inn/°F (mm/mm/*C) 8.5 x 10-1 (15.3 x 10) 8.5 x 10-1(15.3 x 109 8.5 x 108 It5.3 x 109 8.5 x 10-8 (15.3 x 10,9 Flexural strength, parallel, IV." (N) z8Q (356) 80 (356) z100 (444) 100 (444) z140 (622) FlexuW strength, Perpendicular, IV!" (N) a100 (444) a100 (444) Z140 (622) 0.118) 67 (0.1I S) R Value? ft2• °F" hr/BTU W. K/W) 56 (0.099) 56 (0,099) 67 Noncombustible Noncombustible Noncombustible Noncombustible Combustibility' 40 (356) 80 (356) z90 (400) 290 (400) Nail pull resistance, Ibf A4 (N) Hardness core, edges and ends, Ibf. (N) a15 (67) Zi5 (67) 2:15 (67) 15 (67) Water absorption (% of weightj'' 5 5 5 5 Surface water absorption 8.4 1.6 rams9 1.6 grams 1.6 grams 1.6 grams Surface burning characteristics per ASTM E84 or CAN/ULC S102): 0/0 0/0 0/0 flame spread/smoke developed 0/0 s2/8" (6.4 mm) s2/8" (6.4 mm) st/6" (3 mm) st/B" (3 mm) Humidified deflection" 6 ' (1829 mm) 6' (1829 mm) 8' (2438 mm) 8' (2438 mm) Bending radius" Represents apprn&ato weight for design and shipping purposes " Double fasteners on ends as needed Tested in accordance with ASTM C518 As defined and tested in accordance with ASTM E136 or CANNLC S114. Tested in accordance with ASTM C473 ' Tested in accordance with ASTM E96 (dry cup method) Specified values per ASTV C1658 and ASTM C1177 Georgia-Pacific Gypsum U.SA. Georgia-Pacific Gypsum LLC Georgia-Pacific Gypsum 11 11C Canada Georgia-Pacific Canada LP SALES INFORMATION AND ORDER PLACEMENT U.SA West 1-800-824-7503 Midwest 1-800-876-4746 South Central: 1-800-231-6060 Southeast 1-800-327-739 Northeast 1-800-947-4497 CANADA Canada Toll Free: 1 -800-387-6823 Quebec Toll Free:1-800-361-0486 TECHNICAL INFORMATION U.S.A. and Canada:1-800,225-6119, www.gpgypsum.com C2014 GWgN41alfie GyMM Ur, All rights reserved. 1114, GNTM nt. Item OM224 TRADEMARKS Unless otherwise noted, all trademarks are owned by or licensed to Georgia-PacificGypsumLLC. Collaborative for High Performance Schools and CHPS are trademarks owned by Collaborative for High Performance Schools Inc. WARRANTIES, REMEDIES AND TERMS OF SALE For current warranty information for this product please go to wvvw.gpgypsum.COM and select the product for warranty information. All salesofthisproductbyGeorgia-Pacific are subject to our Terms of Sale available at www.gpgypsurrcom. UPDATES AND CURRENT INFORMATION The information in this document may change without notice. Visit our website at www.gpgypsum.com for updates and current information. CAUTION For product fire, safety and use information, go to www.buildgp.com/safetyinfo or call 1-800-225=6119. FiRE SAFETY CAUTION Passing a fire test in a controlled laboratory setting and/or certifying or labeling a product as having a one -hour, two-hour, or any other fire resistance or protection rating and, therefore, as acceptable for use in certain fire rated assemblies/systems, does not mean that either a particular assembly/system incorporating the product, or any given piece of the product itself, will necessarily provide one -hour fire resistance, two-hour fire resistance, or any other specifiedfireresistanceorprotectioninanactualfire. in the event of an actual fire, you should immediately take any and all actions necessary for your safety and the safety of others without regard for any fire rating of any product or assembly/system. Georgia-Pacific DenrsG#ass® Sheathing d It 1' tins that ortion 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 S114. Since DensGlass Sheathing is strong in both directions, it may be installed either parallel or perpendicular to wall framing members (always follow specific assembly installation instructions). Primary Uses Because of the superior performance of DensGlass Sheathing, it is specified for exterior walls, ceilings and soffits in a wide variety of applications. These include exterior insulation and finish systems (EIFSY 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 wwrw.gpgypsum.com. Submittal Job Name Approvals Contractor Date Technical Service Hotline 1.800.225.6119 or WWW. gpgypsum.G0M When DensGlass Sheathing panels are used in slante wa app ica o , p 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 DensDeckO Roof Board brochure. DensGlass Sheathing is not intended for interior or exterior the applications. For interior tile applications, consult our DensShieldO Tile Backer brochure. DensGlass Sheathing should not be used in lieu of plywood where required. Do not apply DensGlass Sheathing below grade. For all installations, design details such as fasteners, sealants and control joints per system specifications must be properly installed. Openings and penetrations must be properly flashed and sealed. Failure to do so will void the warranty. Do not use DensGlass Sheathing as a base for nailing or mechanical fastening. Fasteners should be flush to the face of the board, not countersunk. Technical Data DensGlass Sheathing is noncombustible as described and tested in accordance with ASTM El36 or CAN/ULC 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 which'may cause skin irritation. Dust and fibers produced during the handling and installation of the product may cause skin, eye and respiratory tract irritation. Avoid breathing dust and mini- mize contact with skin and eyes. Wear long sleeve shirts, long pants and eye protection. Always maintain adequate ventilation. Use a dust mask or NIOSH/ MSHA approved respirator as appropriate in dusty or poorly ventilated areas. Material Safety Data Sheet (MSDS) is available at www.buildgp.com/safetyinfo or call 1-404-652-5119. - Product Data Thicknesses: 1/2"(12.7 mm): 5/8" (15.9 mm) is Type X (ASTM C1177) Width: 4' (1220 mm) standard, tolerance up tot 1/8" (3.2 mm) Lengths: 8' (2438 mm), 9' (2743 min) or 10' (3048 mm) standard Edges: Square continued----) - Stamps/ Sicf1nat ores Adlk Georgia-Pacific Dense Lass Technical Secures rooms 1.6uu.443.01 Au u1 Sheathing I www.gpgypsum.com 4' (1219 mm) ± 1/8" (3 mm) 4' (1219 mm) ± 1/8" (3 mm) Width, nominal 8' (2440 mm), 9' (2743 mm), 8' (2440 mm), 9' (2743 mm), Length, standard 10' (3048 mm), -,- 1/4" (6 mm) 10' (3048 mm), ± IX' (6 mm) Weight, nominal, Ibs./sq. ft. (Kg/m2) 1.9(9) 2.502) S uare Square Edges 6' (1829 mm) 8' (2438 mm) Bending radius' Racking strength', Ibs./ft. (dry) (N/m), Ultimate -not design value 540 (7878) 654 (9544) Flexural strength"parallel, Ibf. (N), 4' weak direction 80(356) 100 (445) 500 (3445 kPa) min. 500 psi (3445 kPa) min. psi Compressive strength 2/8" (6 mm) 1/8" (3 mm) Humidified deflection1,4 Permeance2, Perms (ng/Pa•s-0) 23 (1300) 17 (9701 R Value', ft-'F•hr/BTU (m'•K/W) 56 (0.099) 67 (0.118) Noncombustible Noncombustible Combustibility Linear ex ansion with moisture change, infin %RH (mm/mm %RH)' 6.25 x 10' 6.25 x 10' Surface burning characteristics per ASTM E84 or 0/0 CAN/ULC S102: flames read/smoke developed 0/0 Coefficient of thermal expansion, x x 0')' 15 x 115 x 104 15.3 x 10'p15 in/in/°F (mm/mm/°C) 3 i Tested in accordance with AST74 C473 2 Tested in accordance with ASTM E96 (dry cup method! Tested in accordance with ASTM C518 (heat flow meter) 4 Specified values perASTM C1177 Georgia-Pacific Gypsum U.S.A. Georgia-Pacific Gypsum LLC Georgia-Pacific Gypsum II LLC Canada Georgia-Pacific Canada LP SALES INFORMATION AND ORDER PLACEMENT USA West 1-800-824-7503 Midwest 1-800-876-4746 South Central: 1-800-231-6060 Southeast 1-800-327-2344 Northeast 1-SOD-947-4497 CANADA Canada Toll Free: 1 -800-387-6823 Quebec Toll Free: 1-SOD-361-0486 TECHNICAL INFORMATION U.S.A. and Canada:)-80D-225-6119, www.gpgypsum.com 02014 Gmgia-Pack Gypsum LLC. All tights reserved 1/14. GF-TM LiL I[em FG2M 5 Double fasteners on ends as needed a Tested in accordance with ASTM E 12 2 As defined and tested in accordance with ASTM E136 or CAN/ULC S114 As stated by Gypsum Association GA-235 9 Tested in accordance with ASTM E728-85 TRADEMARKS Unless otherwise noted, all trademarks are owned by or licensed to Georgia-Pacific Gypsum LLC. 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 Terns of Sale available at www.gpgypsum.com. UPDATES AND CURRENT INFORMATION The information in this document may change without notice. Visit ourwebs'rte at www.gpgypsum.com for updates and current information. CAUTION For product fire, safety and use information, go to vwuw.buildgp.cam/safetyinfo or call 1-800-225-6119. FIRE SAFETY CAUTION Passing a fire test in a controlled laboratory setting and/or certifying or labeling a product as having a one -hour, two-hour, or any other fire resistance or protection ratingand, therefore, as acceptable for use in certain fire rated assemblies/systems, does not mean that either a particular assembly/system incorporating the product, or any given piece of the product itself, will necessarily provide one -hour fire resistance, two-hour fire resistance, or any otherspecifiedfireresistanceorprotectioninanactualfire. In the event of an actual fire, you should immediately take any and all actions necessary for your safety and the safety of others without regard for any fire rating of any product or assembly/system. Page of Code OnUne u a t nProessthalIe ni im Bistr es c r _._Publications F5CStlff:sit, map Links search Itats Fa a br Product Approval0USERPublicUser Lea M > pr°d d or Aootimh •°nee APPticaUon ust Search Criteria Code Version zo14All. Application Type ALL Category Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL other ALL F# Product Manufacturer Subcategory Compliance Method Contract ExpiredQualityAssuranceEntity Product Description Approved for use outside HVHZ Design Pressure Refine Starch 15000 ALL ALL ALL ALL ALL. ALL ALL search Results' A lications V lS.at Type Mantrfacturer P,E, ApprovedRyanJ. King, F 7 ppQ,p,2 Revision Therma-Tru Corporation (81:3) 767. 6555 category: Exterior Doors History Subcategory: Swinging Exterior Roar AssembliesrheCommission if necessary. Vxi a 3'99 Phnn • SSn-487-5824 r n d Us • 7 M1BIton e R°ad Taiiuca-asz•-- ^--, „Tent': B cr foment :: n"+iitii - . n^ 7 07 Gr t of Flonda.:: u do not send The State of Florida is an AA/ employer• response to a public -records M est. Itoudonotwantyoure-mall address released l° io lease contact E50AV-1895. "Pursuant to addresses are public records. Y hone °r by traditional nraD. If you have any Questions. R witlr an ernall address If Under Florida taco, errraD Instead, contact the office by p licensees licensed under Chapter 455, FS• must provide the Department you do rtat wish to electronlc mail to this errtiW, etfactive October 1, 2012, However amaD addresses are public record. 7f y Section 455.275I1), Florida Statutrs, ou are a licensee under they have one. The emaDs provided may be used for official communication with the licensee. supplyaRersO°ai address, Pi° Pride the Department whit an epmaD teradd rwPl made available availableto the public To determine Y Product APProval ACcis: Fa ccurity - ha rIEICh Page I of 3 Florida Building Code Online Unks search11fPublicationsIFaCStaff 'F BLS Site Map taC3SHomet Log rn User Registration i Hot Topics Submit Surcharge Stets & Factstt Q11a2 rat, Product Approval USER: Public User i3st>APPIicaSon AeYaii Prod ocP`-`*Ll'•`"'> 1>Ao.lit-tf°n FL15000-R2 FL # Revision Application Type 2014 Code Version Approved Application Status Comments Archived Therma-Tru Corporation Product Manufacturer 1181ndustrial Drive Address/Phone/Email Edgerton, OH 43517 419) 298-1740 rickw@rwbldg consultants.com Authorized Signature Vivian Wright riclav@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Exterior Doors Category Swinging Exterior Door Assemblies Subcategory Evaluation Report from a Florida Registered Architect or a Licensed Compliance Method Florida Professional Engineer Received10EvaluationReport - Hardcopy Name who developed Lyndon F. Schmidt, R.E. Florida Engineer or Architect the Evaluation Report PE-43409 Management InstituteFloridaLicenseNationalAccreditationand Quality Assurance EntityContract Expiration Date 12/31/2018 Quality Assurance Ryan ]. l0ng, P.E. Validated By 1 Validation Checklist- Hardcopy Received n Certificate of independence Year Referenced Standard and Year (of Standard) AAMA/WDMA/CSA1011IS.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 Florida Licensed professional Engineer orArchitect odf Certified By iv Florida Building Code Online Page 2. of 3 Sections from the Code Method 1 Option D Product Approval Method 05R9/2015 Date Submitted 06/28/2015 Date Validated 07/05/2015 Date Pending FBC Approval 08/19/2015 Date Approved Summa of Products Description FL # Model, Number or Name ace' opaque a, "Fiber -Classic" or "Smooth -Star" 6'8 "Nan -Imp a ue Fiberglass Door with >? without 15000.1 Sidelite(s) - Qutswing CX, OX or XO, OXO, XX, OXXO Configurations) installation Instructions o II INST Limits of Use Lyndon F. Schmidt, P.E. 43409ApprovedforuseinHVHZ: Yes Verified By: Y Approved for use outside HVHZ: 7Pressure Creaked by Independent Third Party: Yes Impact Resistant No Evaluation Reports gnDesignPressure: N/A vv o aF AL ODD -Ladpdf Created by Independent Third Party: e5Other. See INST 15000. instaIDlatiionss and any additional use limitations, roves requires the useproductparticulars. (This product appof "J" part number doors and sidelites, which have beenstainedorpaintedwithin6monthsofinstallation.) 15000.2 jSidellte(s) b. "Fiber-Classicor mth-Sta8 "Noinswing (X, OX or XO, OXO, XX, OXXOn-ImPact" OpaqueFiberglassDoorwith & w 1 Limitsof 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 use limitations, ininstallation approve quirestheuse clions and. product particulars. Crh product of "]" part number doors and sidelites, which have been stained or paintedwithin6monthsofinstallation.) 55000.3 e. " Fiber -Classic° or "Smooth -Star" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistanti No Design Pressure: N/ A Other: See INST15000.3 for Design Pressure Ratings, any addttlonal use limitations, installation instructionssures and use productparticulars. ( This Product aPF of "? part number doors and sidelites, which have been stained or painted within 6 months of which 15000.4 d. " Fiber -Classic" or "Smooth -Star" Installation Instructions F' o? TT INS'r 00 2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 created by IndependentThirdParty: Yes Evaluation R6Fo is ? tQaO. df Created by IndependentThrrd Party: Yes 8'0 Fiberlass Door with & With Non-Im0 tswingopaqueOXorgX0, OXO, XX, OXXO out Sidelite(s) - Configurations) Installation instructions II INST O. 3•fldf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by IndependentThirdParty: Yes Evaluation Reports 000 R A rq 5000 3.odf Created by Independent Third Party: Yes 810 "Non-ImPact" opaque ergl OXOor w, h & without Sidelite(s) - Inswing CX, oX Configurations) Installation Instructions o TT TSST50004.adf Limits of Use El Z: Yes den F. Schmidt, P.E. 43409 Approved for useinHVHZ* Verified By: Lyn Approved for use outside HVHZ: Yes Created by Independent Third Party: Yes Impact Resistant: No Evaluation Reports Design Pressure: N/ A cnnn Rv AE EVAL 10 4.odf Other. See INST 15000.4 for Design Pressure Ratings, any Created by Independent Third Party: Yes additional use limitations, installation iinnsstru qUIresa use product particulars. (i'htsproductapprovalof "7" part numberdoorsandsidelites, which have been stained or painted within 6 months of installation.) I d Double Fiberglass Door - Outswing e. "Fiber -Classic" ar " Smooth -Star" 8'0 "Non-NonG uo gurraations) 15000.5 Inswing ( XX Florida Buitding Code Ontine units of UseApprovedfor use in HVHZ: YesApprovedforuseoutsideHVHZ: Yes Impact Resistant No Design Pressure: N/Aother: See INST 150o0.5 for Design Pressure Ratings, anyadditionaluselimitations, installation instrucval tions a ires the use product particulars. (This product aPPinof "7„ part number doors, which have been stained orpaintedwithin6monthsofjrjstaltataon.) 15000S f• „Fiber -Classic° or °Smooth -Star„ Limits of UseApprovedfor use in HVHZ: YesApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Design Pressure: N/AOther: See INST 15000.6 for Design Pressure Ratings, anyadditionaluselimitations, installation instructions andproductparticulars. (This Product approval requires the useof „a* part number doors, which have been stained or painted within 6 months of Installation.) Page 3 of 3 Cnstatlation Instructions d.i5000•5: Verified By: Lyndon p. Schmidt, P.E. 43409CreatedbyIndependentThirdParty: Yes Evaluation Reports 1 OOp.S.p FUS= 3Createdby Independent Third Party: Yes 6 g „Non -Impact° Canter Hinged Glaze d Fioergrdb7 1•- Door - Inswing (OX or XO Configurations) Installation InstructionsDO_RZ 17 INS7 t 000 6 , Verified By: Lyndon F. Schmidt, P.E. 4340gCreatedbyIndependentThirdParty: Yes Evaluation Reports o aF A 1 000.6.E Created by IndependentThird Party: Yes Bade Next Tail employer• ...,_ response to a public-nxvrds request, do not sendTheRateofFloridaisanAAoVudonotwantyoure-mail address released in iopublicremrds. Y° traditional Mali. If you have any questSons, please c° 95Q. t with9 n email ` Pursuant to Under Florida raw, ertuil adder da@n ct the °mom by Rhone n by ee under Chapter' 45s, F.S. must p vvide the public r Dr withyou do not wishto electronic If mail to this entriy. effective October 1, 2012, licensees tlmnsed are+ Public rewrd. 1f Ronda StabOls, ofl9dal rAmmunication with the licensee- However small addresseTo determine If you are a licensee under Section455.275(1}, rovlded may be used far theyhaveone. The emaQs P mvida the Oepar6'ne°t with an email address which available to the public. dkkb2a— supply a personal address, please p Chapter 455, Product Approval Accepts SCCL7I' 71.4"Skt"ItiC ti a TH ERMA I U THERMA TRU DOORS 116 INDUST"IAL On., E00"TON, OH 43517 FIBER CLASSIC" / "SMOOTH STAR" 8'0 INSWING w/ & WOUT SIDELITES FIBERGLASS DOOR iVON-IMPACT' GENERAL. ROTES 1. This product has been eyalualed and is I1 comptionce wlih the 5th Ediflon )2014) Fbdda Building Code )FBC) structural requirements Including the "High Velodly Hurticane Zone" (HVHZ). 2. Product anchors shag be as listed and spaced as shown on details. Anchor embedment to base material shag be beyond wag dressing or stucco. 3. When used in the "HVHP this product is required to be protected with on Impact resistant covering that compiles with Section 1626 of the FBC. 4. When used In areas outside of the 'HVHZ'requiring wild borne debris protection this product Is required to be protected with an Impact resislant covering that compiles with Section 1607.1.2 of the FBC. 5. For 2x stud framing consiucilorn, anchoring of these units sholl be the same as that shown for 2x buck masonry, construction. 6. SHe conditions that deviate from the details of this drawing require further engineering analysts by a licensed engineer or registered architect. 7. This product does not meet the water Infillrallon requirements for the "HVHP. Inswing units shag be Waited only In non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between The edge of canopy or overhang to sill Is less than 45 degrees. TABLE OF CONTENTS SHEETN DESCRIPTION I T cal elevations, design Pressures & general toles 2 T)oor anet delogs Smooch star 3 DOEu pane, delogs {Fiber 4 Sidellle panel deta» delo" 5 Vertical cross sections b Hoiuonlal cross sections 7 Hottzontd is sections 8 BuckAnchoft 9 Frame anchoWQ 10 Frame anchoring 11 Astragal details 12 Big of materiah b Components L 37.5e' MAX. OVERALL FRAME WIDTH b b 9@CK4 i s e t 105-W MAX OVERALL FRAME DOUBLE W/ ID LIIES INSWING UNIT OxxO 7l.8P MAX. OVERALL .... 1 FRAME WiD?H b b SEE DETAIL 'A'/ SHEETS 5 G UNti iF C 66 1'IL m m ii)nt U N •t g" aoiL m iL D 6Z0 48.50' MAX OVERALL WIDTH SEE D"A"/ SHtSHT:£T 6 5 5 SINGLE W/SIDEL IN WING UNIT OxO SINGLE +67.0 -67.0 DOUBLE +47.0 -47.0 +60.0 -60.0 LE b DOUBLE +47.0 -47.0 +40.0 -60.0ITHSIn;:I ITr% scxiE, N.T.S. Dlo. By, JK am BY, LFS DAWM NO., FL-15000.4 SHEET __L OF J2 E 36,00° MAX, DOOR PANEL WIDTH 2 2 r, x. 23 a U N oW D DOOR PANS Smooth Star Q ' HORIZONTAL CROSS SECTION Z DOOR PANEL bA3i 0.336' 1545" *-- o f. Tl LATCH STILE 1 TOP RAIL SMOOTH STAR) 1—(SMOOTH STAR) o —1 I S45' SS ff t s.f y1 HINGE STILE 130TTOM RAIL SMOOTH STAR) r ( SMOOTHMOOT —STAR) 1 VERTICAL CROSS SECTION 2 DOOR PANEL w.. el JK Z 03Ni U z z m as D.ti o f FFa Z J4 9!1z rQ z i Z0 e:02 24 12 z° wu N.T.S. 9 er JK m FLen LFSxOrlO.:-- 15000.4 0 Er _2 OF 12 3 Fyrcc r, . I-s1II 36.ocr MAX. DOOR PANEL WIDTH 2 3 03 13 m d x^ 0. v U A O gifl DOOR ema Fiber Classic 1 HORIZONTAL CROSS SEC77ON3DOORPANEL 1 ; LATCH STILE FIBER(FIBER CLASSIC)— 4 HINGE STILE FIBER CLASSIC) 1 70p RAIL FIBER CLASSIC) IASR S BOTTOM RAIL FIBER CLASSIC) i: 2 VERTICAL CROSS SEC77ON3DOORPANEL 93 z inn Z o Eg MO EL p IR n ] a O C zq W cLa j ui r R R o z z u 1& 02 24 12 i ue N.T.S, JK m K. BY,LFS i vn>ao Na.: rc FL-15000,4 n ET .. 3i of 12 `r 1/2" GLASS 25" STEEL 1bIL81D8 INTERCEPT SPACER 40 41 SEE NOTE i 5" INRI A ATFn rt ASS I , i SMC UIL LRAME G16ZIbIr,DFTAII 13.9375" MAX. PANEL WIDTH 7.125" MAX, D.L.O. WIDTH 9 7 ' 1/2" MIN. GLASS THK. 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS i /2" GLASS 25" STEEL 1NT RIOR INTERCEPT SPACER 40 29 SEE NOTE i 5" INSI 11 ATF I ACS W 1 PVC UIE FRAME GI A71 G DETAII 1/2" MIN. GLASS THK 1/8" TEMPERED GLASS A1R SPACE 1/8" TEMPERED GLASS SEE NOTE 1 u ti i HORIZONTAL CROSS SECTION r 4 SWELITE PANEL E i 2.152" 1. 6 e (, 1 PLASTIC LIP LITE FRAME f EXTRUDED PVC > PLASTIC LIP LITE FRAME Y ° EXTRUDED SMC 1.077" I "— x. tq -1 1.077" 2 VERTICAL CROSS SECTION11— I i —' I. 4 SIDELITE PANEL NO i. I. Spacing for item #29 do #41 (11te frame screws) Is 08 follows: From the bottom up on sides; 6.5, with (7) more spaced at 9.875" o.c. there are (2) SIDEL/TE TOP & 8077OM RAiL screws both top and bottom of 2.125" In from eachFINGERJOINTEDPONDEROSAPINE, SG=0.43 LJ SIDELME BLANK SIDE STILE corner, FINGER JOINTED PONDEROSA PINE, SG=0c43 cS1D1TPA,IU „ Smooth Star om 4U t ci n w•'A•'•.. a=a b gm 9oz mda 1= I Gotd iE, 9 z3`a N I Iz A J z M. 02 24 12 i u N.Ts. 9 JK m' w By. LFS 3 7"j10 X,t C FL-15000.4 0 Er 4_ o 12 rE 2 A 1 43 g E SEE NOTE 1 w JNTERIQB-EXIERIOR v — INT R10R 1t f' G 1 46 47 SEE NOTE 2TA 43.. j f'• 3: is ;,ff5•k fi 7'•. 19 f -f 40 P 2' •' i;7' 42 74 31 30 z3 19 15 lr• ;.1.17,; m 14 3 t ,1 ,,•' 11 I 73 4 , ,; •: 4 . r, SEE NOTE 7 d 4 . t e I VERTICAL CROSS SECTION5 2 VERTICAL CROSS SEC17ON5 Zd C M uz rrd1c o Fw 3mz aDfnn 9 Ei o`i 4• . 4•.••+• 26 c Czp iL I 0 z ' 3; o30 O O avf SEEI ¢ o 7TE 2 3 VERTICAL CROSS SECTION5Shownw/7x su—bpuck OPTIONAL SURFACE BOLTS ON ACTIVE PANELSEEDESIGNPRESSURE r o CHART)N C o z 1• item sldellte Is direct set into the Jamb with (12) i#em I#43 a 0 x Pfh. r o 4 a2" wood screw. There areateachverticalJamb, from the top down at 73.5(4) 31, 48.5" do 66". There z° a° a are (2) of the heoder a# 4" from a outside corners of the frame. there2) 73 P8 onTE 02 24 72 arex2-1/2" pfh. wood screw at theosill, 4" fram the outside comers. N.T.S. 20 awe. sn JK 10 2. OPTIONAL SURFACE BOLTS ON ACTIVE PANELSEEDESIGNPRESSURE gyp' ` LFS aAnw+Nc ao.: a' 3 CHART fL-15000.4 H 0 SHErr $ OF 12 N a 0MIN. C- S EtiIE61D.8 C-SINK 13 SEE NOTE 1 43 ' ccSi, 4.., I 1-1 f4" MIN. LNLMIQQ HORIZONEMe. ITYP.) 3 TAL CROSS SECTION s I. Thestdellte 1s direct set Into the Jamb with (12) item f43 a 0 x 2" pfh. wood screw, Thereare (4) of each vertical Jamb, fromthetopdownat13.57, 31", 48.5" & 66", There ore (2) at the header at 4" from the outside corners of the frame. thereare (2) J13 a #6 x 2-7 2" pfh. woodscrewatthesill, 4" frm the outside comers, o U rrrrflJ j n 11111 SS*,*',* o " Sl U N w' ti a d e Em z m o n uo95cd E ozcOPTIONAL SURFACE Hip TS ON ACTIVEPANEL SEE DESIGNPRESSURECHART) 2-1 HORIZONTAL CROSS SECTION 6 z 0 z wz oQ 1 ro a O 0 z a h+ 02 24 12 i N.T. S, ° n. an JK K. en LFS ; FL-15000. 4 " a U S or 1 2 a tj 9Q a 1-1 /4" NAtj EMB, jTY, e7 HORIZONTAL CROSS SECTION kloTf: 1. The sldelite Is direct set Into the Jamb with (12) item43 a8 x 2" pfh, wood screw. There are (4) at each vertical Jamb, from the top down at 13.5 , 31", 48.5" do 66". There are (2) at the header of4" from the outside corners of the frame, there are2) P3 0 I8 x 2-112" pfh, wood screw at thesill, 4" from the outside comers. L 2 _1 HORIZONTAL CROSS SECTION 7,1 1-1 /4" MIN EMB. PPj. C3 Z o 01 t o fill +i nU' N ; aEEw. =mea90MO 0 0Eo= u w z Z U rE< 02 24 12 i N.T.S. 9 s. W JX m' K BY. LFS 3 1W9#0 NOs K FL-15000; 4 N D ET % OF 2 N m1I&JAMBs MASONRY OPENING II II 2X BUCK I) JI MULLIONISHOWN FOR j; REFERENCE II IJ a 11 u II a ASTRAGAL I J a SHOWN FOR II a REFERENCE II u ll a II Il a MULLION I SHOWN FOR II REFERENCE II a JJ u IJ u DOU_ 8LF POOR W/SIDES ITE c BUCK A__ Nr.HORI J MASONRY OPENING CONCRETEANCNOR NOTES' 2X BUCK - Concrete onctwriocatlons at the comers maybe adjusted to maintain the rrdn, edge distance to mortar joints. 2- Concrete anchor locations noted as MAX. ON CENTER" must be adjusted tomaintainthemlri. edge distance to mortarjolMts, additional concrete anchorsgmayberequiredtoensurethe "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: MINl1Rt1lk`::Vll3FitRfttfiYRE .,.%• .....M$tSM`Ni L h1A 17N)lY 4 AD,tl#l:ll'"; 1Tw bti li. ...,::::....... N TAPCONe 1/4" i 1/4" 2" 1» SLCO ULTRACON@ 1/4" 1-1IA" 1" A. 4 8" II 11 II II IJ 3a II i ( NP• HEAD I J J I & JAMBS JJ 11 JI J SHOWNNFOR I JI REFERENCE JJ Jl J II J I I MULLION J J J J SHOWN FOR ( I II REFERENCE II I1 IJ II it a iI MASONRY OPENING 2X u 38 a a TYP. HEAD JAMBS ASTRAGAL a SHOWN FOR D REFERENCE a a a a u a u - u a u a 51 DOOR BUCK ANCHORING 93 S rrrri it pi r M $ U m dm 3 9 N M Z O, 0, a z qz m 9< uz n W r Q N ' n m z n° T 02 24 12 i M.T.S. 9 JK m' LFS 3 are c wo, FL-15000.4 a zr 8 or 12 — n THESE (2) ANCHORS C', "A" 7 TF-1 REQ'D ONLY47WHENDP > SF47 P 3" 7": 4IF j i: I-n TT Sih1FTBUCKSEE DETAIL "2' P1 MASONRY OPENING 2WdIAXLrd, MASONMASONRY z 6 v 2 )' C BUCK 39 IV111AXL1A 'I." OPENING INSTALLATION BUCK, V-1110N FRAME -\ r(P. HEAD & LZ Typ. JAMBS 0 SUCK FRAME TYP. HEAD & JAMBS 0 BUCK 2X BUCK SEE 2X BUCK SEE SEE DETAIL .1. SEE DETAIL Typ. DETAIL 19 DETAIL-5- o TV. Sl 14G\ TYP. SILL 14 7*-- ) I MEW :Q"-1 tt DOUBLE DOOR Wlsipai ANC HOR N I. Concreteanchorthe comers may be adjusted to maintain the min. edge distance to mortarjoints. Z Concrete anchor locations noted as MAX. ON CENIEW"must be adjusted to maintain the rnin, edge distance to mortar ioints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dirnenslon are not exceeded. 3. Concrete anchor table: 1/ 4" trw TAPCON4' 2" 4- ITW TAPCONI 3/16" 3" WOOD SCREW INSTA TIONNO maintain a minimum edge distance, I"and distance, & I'O.c, spacing of woodscrewstopreventtheSPHtftofwood. 0 Vr 0 C 19M "A" —"A SINGLE DOOR iyllmm 13 49 jo 30 W/ 2X SUCK 13 0 31 INSTALLATION31 1337 W1X BUCK 48 INS/ TALLATION 10DETAIL DETAIL C 10 ASTRAGAL & SURFACE BOLT 49STRIKEPLATES0HEAD10 j2ETAIL ' 5" 13 31 31 13 0 WE: 02/24/12 SCALL N.T.S. 5 30 30 C;;(;, By.- JK MAIL " i., CHYL BY, LFS SURFACE BOLT STRIKE. PLATE a.. zi— @ THRESHOLD FL— 15000.4 TE. 9 -,12 MASONRY OPENING FRAME-,,,, 2X BUCK-\ DETAIL "3" T r,•: t . 1 B" `4" SEE W/2CK DETAIL " 2" 1J X BU INSTAWTION J9 IOU OauCKINSTALLATION TYP. HEAD & JAMBS ^- O SEE DETAIL I" TYP. SILL SEE DETAIL " 4" I iLa DO B E DOOR CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the corners may be adjusted to maintain the min. edge distance to mortarjoints. 2 Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to imaintainthemin, edge distance to matar joints, additional concrete anchors may be required to ensure the MAX. ON CENTER" dimerubn are not exceeded. 3. Concrete anchor fable: a;-.:..:: 5:• 1/ 4" 2" 1TW 7APCON a 1/4" 4" TAP N® 3/16" 1-1/4" 3^ 1,1/2" WOOD SCREW INSTALLATION NOTES' I, Maintain a mhmum 5/9" edge distance, I" end distance, & 1" D.C. spacing.of WoodscrewstopreventthesplIffingofwood. a z Do EX I U m Q U UJ EI VIEW A" -A" o C^ A„ i as SINGLE DOOR m 49 30 30 u W/ 2X BUCK W/ iX BUCK INSTALLATION 13 U 31 37 a 50INSTALIATION 13 W/1X BUCK N INSTALLATION 48 z 12W/2X BUCK a INSTALLATION DETAI 0 73 L ASTRAGAL & SURFACE BOLT 10 STRIKE PLATES a HEAD IO DETAIL " 3" 10 DETAIL " 5" 31 31 2 3 W/ 1 X BUCK 0 oz INSTALLATIONM 02 24 12 W/ 2X BUCK: 30 30SCAM NSS, INSTALLATION DETAIL " 1" - NO. By. JK SURFACE BOLT STRIKE PLATE ra LFS DETAIL " 4" 0 THRESHOLD °A"NSND N0•' FL- 75000,4 sHEEr 10 of 12 13 W 2X BUCK ItJSTALIATION 39 W/7X BUCK MASONRY WS7ALIATION OPENING TYP. HEAD h JAMBS FRAME - g 2XBUCK2SEE v 0 DETAIL 5" 14 TYP. SILL - EzNAz in n ti d mda 0 c n1 o 0 NN ME 0.126° -- -- 24 ASTRAGAL DETAIL NOTE: 1. THE ASTRAGAL BOLT HAS A 3" THROW AT THE TOP AND THE BOTTOM. 46 SURFACE QQLI (IVES -25" STEEL) 4z6T------1 1LO&T T- 0 2021WOOD FRAM 22 35 FINGER JOINTED PONDEROSA PINE, SG=0.43 NONNI SURFACE 28 INSMNG 129QB 8=29—aWfO VINYL . 080" MAX. WALL, 035" MIN. WALL QD 0. 09" EXTRUDED VINYL WALL En 406 CL Lz 02 24 12 a scALE: N.T.S. or. JK m or. LFS Ha FL— 15000.4 12. F 12 0 3/2/2018 Florida Building Code Online Professional 1 BCIS Home i Log In i User Registration i Hot Topics Submit Surcharge i Stats & Facts I Publications i F13C Staff ( 8CIS Site Map I Links Search FI rida Product Approval USER: Public User Produ Approval Menu > Product or AgpjLQ t Q Search > Application List Search Criteria Code Version 2017 FL# 14634 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL FL#IXR Manufacturer YAlldateAY Status FL146 44--R3 Affirmation Ply Gem Windows Locke Bowden Approved History Category: Exterior Doors 334) 300-1800 Subcategory: Sliding Exterior Door Assemblies Approved Dy Ut$PK. Approve IS Dy UBPK snarl De revlewea ana ranneo uy uic ru,_ nnwur uie i 1a lnnmull it 1 c bzm y. Contact Us :: ZZj ela Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cgogyright 20077-2013 State of Florida.:: Prlvacy,a5ein n( :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 1151® Credit Card Safe https://fioddabuilding.org/pr/pr_app_lst.aspx 1 /1 3/2/2018 Florida Building Code Online ip Professional Regulatione 6CIS Home I Log In I User Registration Hot Topics ( Submit Surcharge ( Stats & Facts ( Publications I FBC Staff I BCIS Site Map Links ( Search ba 0%, Product Approval is USER: Public User Product Aaoroval Menu > Pradud or Aopiicadon Search > ¢pRication List > Application Retail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL14634-R3 Affirmation 2017 Approved Ply Gem Windows 433 N. Main St, Rocky Mount, VA 24151 614) 532-3596 luanne.harris@plygem.com Luanne Harris luanne.harris@plygem.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Hermes F. Norero, P.E. PE-73778 12/31/2018 Locke Bowden Validation Checklist - Hardcopy Received FL146 4_R3_CC I,_CQI PLY GEM SS 2015-02-19.pgf, Standard Year AAMA/NWWDA 101/I.S.2 1997 ASTM E 330 2002 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. https://floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7W2WiKtB2e7zb3WjO6AH0629BgxzpRrAhw%3d%3d 1 /3 3/2/2018 Florida Building Code Online Documentation from approved Evaluation or Validation Entity Yes No _WA Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL 4 34_R _QQC_SA 4 4.A- Method 1 Option D 10/12/2017 10/12/2017 10/17/2017 FL # Model, Number or Name Description 14634.1 Builder Series 4780 Sliding Glass Door (XX) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14 _R3_II PGW063 SS 2015-q1-02,pd_f Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +25/-50 Evaluation Reports Other: Without sill riser lF _14634_R3_ Created by Independent Third Party: Yes 14634.2 Builder Series 4780 Sliding Glass Door (XX) Limits of Use Installation Instructions Approved for use in HVHZ: No FL1463 _R3_ 1 PGW063 SS 2015-01-02.pdd Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P,E. Florida P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: With sill riser FL1463 _R3_M_PER3054 f Created by Independent Third Party: Yes 14634.3 Builder Series 4780 Sliding Glass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL1463 _R _U_PGW064 SS 2015-01-02,gd Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +30/-30 Evaluation Reports Other: Non -reinforced. See installation detail for available FL14634_R3_AE PERK 5p5SS2Q15-01-02,pd sizes and configurations. Created by Independent Third Party: Yes 14634.4 Builder Series 4780 Sliding Glass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL146 4_U_II PGW065 SS 2015-01-021?d Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +35/-35 Evaluation Reports Other: Reinforced. See installation detail for available sizes FL1463 R3_AE PE93056 SS 2,015-01 2,pdf and configurations. Created by Independent Third Party: Yes Back laext Contact Us :: 2601 Blair Shone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyji ht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455. 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: R Em Credit Card Safe https:(/ floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7W2WiKtB2e7zb3WjO6AH0629BgxzpRrAhw%3d%3d 2/3 3/2/2018 Florida Building Code Online https:llflo(idabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsw8ZVNfe8A7W2WiKtB2e7zb3WjO6AH0629BgxzpRrAhw`/`3d`/`3d 3/3 INSTALLATION NOTES: 1. TWO (2) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2, THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3, INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN TOLERANCE OF±112 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. SHIMjS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. FOR INSTALLATION INTO WOOD FRAMING, USE N11 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/21NCH MINIMUM EMBEDMENT. 6. FOR INSTALLATION THROUGH IX BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 1/41NCH ELCO TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 2112INCH MINIMUM EMBEDMENT. 7, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. B. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIALOR 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 MORTARJOINT 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 LESSTHAN 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 1300 PSI. PLY GEM WINDOWS BUILDER SEDGES 4780 ALUMINUM SLIDING GLASS DOOR (2-PANEL) GENERAL NOTES: I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE, EXCLUDING HVHZ. AA&WNWWDA lOM.S.2 - 97 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X AND STEEL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 2X RUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4, THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE, 6. DOOR FRAME MATERIAL:ALUMINUM 6063-76 7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEET 4 FOR GLAZING DETAILS, 8. DESIGNATIONS "X" AND "O° STAND FOR THE FOLLOWING. X: OPEA"TE PANEL O; FIXED PANEL TABLE OF CONTENTS i SHEET REVISION SHEET DESCRIPTION I A INSTALLATION S GENERAL NOTES 2 ELEVATION A ANCHOR LAYOUT 3 VERTICAL SECT IONS 4 HORIZONTAL SECTIONS A GLAZING OETALL 0 PLY GEMWINDOWS 433 N. MAW ST.. PO 80X 559, ROCKY MOUNT, VA 24151 PK 540484-6349 FX: 54CA84-6683 m o z Z#g ca y mv B 4 V w e a kb m Zm U a w 4 IIJ`) H a ¢ an00 CO LLuZ+ 1 AD 0 0 Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2015.01.02 13:02.52-05'00' DESIGN PRESSURE RATING f66 SILL OPTION DESIGN PRESSURE MISSILE IMPACT RATING W/O SILL +25/-50 PSE NOT RATED RISER 9b" X 9b" RISERL +50/-50 PSF NOT RATED 011 3 , 0 mZ } o m V) 4 M Z 'n S= V Z DWG #: PGW063 SHEET: 1 OF 4 L HI 5 ELEVATION 00"MAX. FROM CORNERS TYP, 20,75" MAX. O.C, TYP 01 Ll r 20,75" MAX. O.C, IYP. Jo ANCHOR LAYOUT 6.00" MAX. FROM CORNERS TYP. INSTALLATION ANCHOR PLY GEMI4V11"IllC N5 I 433 M MAIN ST„ PO SOX SS9, ROM MOUNT, VA 24151 PK 640-484-6346 FX 64P464-6663 as T h 5 tom t2 z `oo¢u 4 LL3 tU w umw Ln o m Z< o i w U, co a Z O z P 1" LU x o two muj co ' F z__ z DWG #: PGW063 SHEET; 2 OF 4 1/4' ELCO TAPCON INSTALLATION ANCHOR CAULK BETWEEN CONCRETE/MASONRY A ...' • " ;t ix WOOD BUCK BY OTHERS , EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS IX WOOD BUCK O.A. DOOR BY OTHERS `1 HEIGHT SEE GLAZING DETAIL 1 EXTERIOR 1 O.A, DOOR SEE GLAZINGHEIGHTDETAIL PERIMETER CAULK BY OTHERS CONCRETE/MASONRY BY OTHERS 1/4" ELCO TAPCON INSTALLATION ANCHOR B VERTICAL SECTION 3 HEAD - CONCRETE/MASONRY EXTERIOR 2 1/2' MIN. EDGE DISTANCE CONCRETEIMASONRY BY OTHERS 2 1/2" MIN. EMBEDMENT 1/4" MAX. T I- SHIM SPACE INTERIOR INTERIOR 12 WOOD SCREW - INSTALLATION ANCHOR Bd ROOFING NAIL - INSTALLATION ANCHOR OPTIONAL) CAULK BETWEEN - FIN A 2X WOOD STUD BY OTHERS CAULK BEHIND FLASHING A OVER NAILS BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. DOok HEIGHT PERIMETER CAULK BY OTHERS t '• ' 2 1/2" MIN. i. •1• y: . sA"''i•' EMBEDMENT 2 1/2" MIN. EDGE DISTANCE A VERTICAL SECTION 3 SILL - CONCRETE/MASONRY SEE GLAZING DETAIL 3/4" MIN. EDGE DISTANCE 2X Wool) FRAME BY OTHERS 11/2" MIN. EMBEDMENT 1/4" MAX. r SHIM SPACE 1 1 / EXTERIOR INTERIOR C VERTICAL SECTION 3 HEAD -2X WOOD FRAME PLY -GEMWINDOWS 433 R MAIN 5T., PO BOX 559. i1000 MakR. VA 24151 flC M0.4944346 FX: 545-4344613 10 i ¢ v d e u1 0cu v j, u+ mZ w m Aw w m 4a m G1 1L A iio v ZN =S V ZDoouv DWG #1 PGW063 SHEET: 3 OF 4 11/2" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE 12 WOOD SCREW INSTALLATION ANCHOR 3/4' MIN. EDGE DISTANCE 2X WOOD FRAME BY OTHERS • 8d ROOFING NAIL INSTALLATION ANCHOR' OPTIONAL) CAULK BETWEEN FIN A 2X WOOD STUD BY OTHERS EXTERIOR FINISH BY OTHERS CAULK BEHIND FLASHING A OVER NAILS BY OTHERS PERIMETER CAULK BY OTHERS SEE GLAZING DETAILS E HORIZONTAL SECTION JAMB - 2X WOOD FRAME HORIZONTAL SECTION, 4 iNrERwcK MAX. PlyG SHIM SPACESHIM 2 1/2" MIN, 433 N. MAIN ST„ PO BOX 559, EMBEDMENT ROCKY MOUNT, YA 24151 2 1/2" MIN. EDGE J f• ^ DISTANCE Pft 510-404-6310 M540-404-6803 m p m oyZ# CONCRETE/MASONRY w v =c BY OTHERS TAPCTION F in ztJa vmwm IN ALLLCO AINSTALLATIONANCHOR 1' o tt w o ¢ z aAnaa CAULK BETWEEN IX WOOD BUCK & m ix (] m d CONCRETE/MASONRY BY OTHERS r'+.'' ;' '' EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS SEE GLAZING DETAIL 7 OWIDTHR HORIZONTAL SECTION 4 JAMB-MASONRY/CONCRETE GO_ V) p i 0 5/ 8" O,A, INSULATED GLASS Z EXTERIOR INTERIOR i . 75" GLASS BITE Y U) ? z u z NOTE: GLAZING DETAIL 1 GLASS THICKNESS AND TYPE a a u z SHALL COMPLY WITH ASTM E 1300 DWG #: REQUIREMENT GLASS CHARTS, PGW063 SHEET: 4 OF 4 F- 3/2/2018 Florida Building Code Online FLORIDA OUPAIrrIMUNT OF Business & Professional Regulation 1 i •' BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map Links ('Search FI rid Product ApprovalaUSER: Public User J 1am[rtgf ;a w_. Svi sv,3.z v ejpdylct Aq2roval Menu > Product or Aoollratlon Search > Application List Search Criteria Code Version 2017 FL# 9174 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL aearcn KC5u[L20 r+ ua a1w 1. Dug ManufactursE Pali ated By. Status FL9 714-RIZ Revision Wayne -Dalton, a division of Overhead Door Corporation Exterior Doors Jeffrey P. Arneson, P.E. 904) 821-5200 Approved ham.Category: Subcategory: Sectional Exterior Door Assemblies APprovea Dy vnrn. Appruvats uy vovn >„ - -.1.4,.-.. ...,,,_.. -, ,, . _„ _.._, _. -..- --......--._......_ C nt :: 2,601 Biel[ Stong Road TaliahASktq FL 32399 PhQrig,• 850-487-1824 The State of Florida is an AA/EEO employer. gQp-yrig,hht2007-2013 State of Florida.:: Pr'va -gym n ::Ace ibi ity Statement :: Refund S tement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emaiis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click Legg. Product Approval Accepts: WR MW Credit Card Safe https://floridabuilding.org/pr/pr_app_lst,aspx 1 /1 3/2/2018 Florida Building Code Online a x Professional f 11 TV BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search I FI rida Product Approval USER: Public User i'ck:un Ft7.arn Product AlIproyal Menu > product or AophrAtIon Search > ARQR0 ion List > Application Detail a FL # FL9174-R12 Application Type Revision Code Version 2017 Application Status Approved Comments 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 Mark Garon Mark_Garon@Overheaddoor.com Technical Representative Mark Garon Address/Phone/Email 3395 Addison Dr. Pensacola, FL 32514 850)474-9490 Mark_Garon@Overheaddoor.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Gordon Thomas Evaluation Report Florida License PE-46718 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Jeffrey P. Arneson, P.E. i J Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL9174_R12_Q_Grdon Tomas COI 2017.PDF Standard Year,. DASMA-108 2012 DASMA-115 2012 Florida Licensed Professional Engineer or Architect FL9174_R1_gluiv_WD2017-QQ g2 Evaluation Report - FL 9174.PQF Sections from the Code https:// floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqufl l JRf\Nxf6u7ojnlDheH%2bKagdfe2PanfKY7e2Oj77uQ%3d%3d 1 /5 3/2/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 08/11/2017 Date Validated 01/02/2018 Date Pending FBC Approval 01/02/2018 Date Approved 02/13/2018 Summary of Products FL # Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +26.90/-30.80 Other: Installation Instructions FL9,174_R1 _II 022_8-318958-P8_5,p-d_f FL9174_8I_U_307494 E11_Tsuks i- RWamg-rLt- + _*L4ne.Qdf FL917 4_RI7_II_324620_Pm Ski _connection pp s igng l p f Verified By: Gordon Thomas FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL 11774_R12_6E_WD2017-OO1R2 Evaluation Report - FL 9174 PDF Created by Independent Third Party: Yes 9174.2 5120 / 6100 / 9100 #0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate- section, Limits of Use 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- Installation Instructions FL917 RI _ _0229-318959-P9_&P_df FL917 RI2A_I9Z49-4_P11_Irack_5uRplement Chart sl ne ,j?df FL917 RI Il 32462 _PjJam Connection $up_pii ne,.pd Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Evaluation Reports FL917 RI _ a WD2Q17-001R2 Evaluation! Report - FL 9174,PDF Created by Independent Third Party: Yes 9174.3 5120 / 6100 / 9100 #0230 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: + 25.90/-28.80 Other: Installation Instructions FL97 _R12_ U_0230-3I82§Q-P10_5,Pdf FL9174_R12_ U_2¢Z42.4_F11 IracS_SdRF2l ftient Chart £igp ,p FL917 R12_ II_32462p_P16 Jamb Connection Supp jjgnn df Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL917 _R12_ _ WD2Qj? OO1R2, Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.4 5120 / 6100 / 9100 #0231 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: + 30.00/-33.50 Other: Doors with glazing shall not be used in the wind- Installation Instructions FL917 RI I _0231-318996-P6_5.pdf EL217 _R1. 2_U_N2A24_PU1_IracS_$l pWgment Chart $igngd,pd FL9174_R12_ 1 _324620_P..16 Jamk_Connect gp 5jff?p_,;jgned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Evaluation Reports FL2174_R12_ AE_WDZQ17-001R2 Evalugtion Report - FL 2174.PDF Created by Independent Third Party: Yes 9174.5 5120 / 6100 / 9100 #0234 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: + 43.20/-49.60 Other: Installation Instructions FL917 RI I,T_0234-319022-P6_5.pdf FL9174_R12_ U_2Q.Z4.24_e1j_I[%Wrk_ lzlement _ i9ned.pdf FL9174_RI2_ U_ 3_P16 Jam_Connection 5Wjp_sjgned,pd Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL917 _R12__ AE_WD2Q17-001R2 Evaluation Report - FL 9174,PDF Created by Independent Third Party: Yes 9174.6 5120 / 61 10 / 9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. httnsl/floridabuildino. oro/or/Dr aDD dtl.asox?Daram=wGEVXQwtDqufllJRfWxf6u7oinlOheH%2bKagdfe2PanfKY7e2Oj77uQ%3d%3d 2/5 3/2/2018 Florida Building Cade Online 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 unless structure is designed as partially enclosed or door is a replacement door. 9174.8 15120 / 9100 #0233 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.50/-20.70 Other. Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door, Installation Instructions FL217 _R12_Li_0235-319023-P7_5,p& FL4174_W_U_ Q2444_Rll_L IS_5Upj igMZDS_ _J9LL:S Rif FL 174_RI _II_ 1199Q40_P1 Pit Istall_Instructions signed.pd Fi174_R32_I _3246t _R5 Jam4_onnection Shippggnd p31f Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL914_R12_AE_W2D 017-0 1 aluation R&Qort - FL 9174.PDF Created by Independent Third Party: Yes 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL217 _ R12_I 0232-31$999-F6_5,W FL9174_ 1112_11 307494F 1_TT _iRR L h 19 FL917 _ R12_U_32.4624_Q16 jarn _Q.onneetign SSmpR—gjgned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_ RI A _WD2017-001R2 Evoluation Report - FL 9174.PDF Created by Independent Third Party: Yes 18' Max width, 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9177— R12_g_R233-319000-P6_jp df FL9174_ R12_U_3977749 _P11_T.[sk_ lgment Chart gjgned,pdf F9174_ R12_1_324620_P16 Jamb Connection SURD gjgned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FF9174_ R12_A_WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174. 9 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No LF 9174_g1 _(j_Q,2,36-319024-P7_5 pdf Approved for use outside HVHZ: Yes FL9174_Rig_LI_307494_P]_TJ k_9SdRRL.L_5191]£.R f FL9174_ R12_It_319.04Q Pi Post Istall_Instructions jg ImpactResistant: Yes FL9174_ R12_U_324624_P Jamb Connection Smpp 5igned.pdf DesignPressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174_ t31_8_WJD,2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174. 10 5120 / 9100 #0237 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No EL9174_RI2_III 0237-31902 P7_S.pdf Approved for use outside HVHZ: Yes FL917 _R12_ _34Z424_e.0 Sack_9VRRLM!.LQhAr S!9 FL9173_ R12_II_319040_el Post Istall_Instructions si ned,pdf ImpactResistant: Yes FL91, Z4_R12_U_32460_P16 Jamb Connection SUpp $ig i f DesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174_ R12 A_WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174. 11 5120/5140/6100/9100/9400/9600 19' Max width, 10' Max height. Max section height 24". Glazing 0600 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +26.90/-30.80 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door Is a replacement door. Installation Instructions FL9174_ R 2_I>_0600-319026 Ps_a p f FL917 _ RJ2 U_307494 ejj_r c _Sugplement Chart_signe FL9174_ RI_1j_324620 Pe ,ar_ b Connection $ylp-p—sjgned.odf Verified By: Gordon Thomas P,E, FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL2174_ RI AL;_WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174. 12 15120/5140/6100/9100/9400/9600 ! 9' Max width. 10' Max height. Max section height 24" Glazing 0601 I available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL917 RI2_U 0601-319027-P5_ ,pAf Approved for use outside HVHZ: Yes FL217 _i312_II_ 07494 Pli_ racksqUppiement_Chart_aigned,pf https:/lfloridabuilding. org/prlpr_app_dtl.aspx?param=wGEVXQwtDqufllJRfVVxf6u7ojnlOheH%2bKagdfe2PanfKY7e2Oj77uQ°/`3d%3d 3/5 3/2/2018 Florida Building Code Online Impact Resistant: Yes Design Pressure: +41.00/-46.30 Other: FL9174_R1?_Ij_ 246 0_P16 am _Connection $Wpp-5ign,pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_R12_AE_WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.13 5120/5140/6100/9100/9400/9600 0602 16' Max width, 10' Max height. Max section height 24", Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other; Doors with glazing shall not be used in the wind- Installation Instructions FL917-R12_U_0602-31902826_5,1Z.Of FL917 _RI2_U_202_424—EII—T["k—SMRpitrnlaLChact si9ned.pdf FAR 7 _RI2_U_32 64 .2.4= 16 Jam¢_Connection dip—aigned,pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Evaluation Reports FL9174_R12_A€_WD2017 0,1112 Evaluation Report - FL 91 74.PDF Created by Independent Third Party: Yes 9174. 14 5120/5140/6100/9100/9400/9600 0603 16' Max width. 10' Max height. Max section height 24". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +23.00/-25.00 Other: Doors with glazing shall not be used in the wind- Installation Instructions FL917 — R12 0603-319029-P6-5,j?-d—f FL9174_ RI IT 307494_P11 T I ._ i pDlement hC artgigggd,Pd FL9174_ R12_U_ 24620_ 6 m _connection aWp If Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Evaluation Reports FL917 _ ELU 8E_WD2017- 01R Evaluation Report - FL 9174,PDF Created by Independent Third Party: Yes 9174. 15 5120/5140/6100/9100/9400/9600 0604 16' Max width. 8' Max height. Max section height 24" 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: +39.20/-43.70 Other: Installation Instructions FL9174_ R12_II_0604-319030-P6_ .Ddf FL9174_ R12_ __P_Tasls_a"1€n>_ hart si _glpdf FL9174_ R12_11_12040 R1 Post ll_Instfg ions slgned.pdf FL9174T, 12_11_ 4620_P16 Jamb Connection Syipp tgned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_ R12__a_WD2017--001112 Eyaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174. 16 5120/5140/6100/9100/9400/9600 0605 18' Max width. 10' Max height, Max section height 24". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- Installation Instructions F 1 _R_I_060531,-PS_S,pdf FL9174_ 1312_U_ 70 494R _T S _a" _si9P R4f FL917 R1 1 324620 P16 Jamb Connection $upp gigggd pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door, Evaluation Reports FL9179_ W_A_E_WD2017-001R2 Eyaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174. 17 5120/5140/6100/9100/9400/9600 0606 18' Max width. 8' Max height. Max section height 24" Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30,00/-33.50 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is Installation Instructions FL9174_ 11122_1_0606-3 91 032-P7_&pgf FL9174_ R12_)1_ 74 4 P_U_Track_ iRpiement h r _ggne[,pdf, FL9174_ R12_II_ 11 294_Pi Post Istall_Instru ions signecl,pdf FL917 _ Rt2A_32462 P16 Jamb Connection 5 -p sjq df Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes designed as partially enclosed or door is a replacement door. Evaluation Reports FL917 R1 AE WWD2017Q.41R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174. 18 5120/5140/6100/9100/9400/9600 0609 18' Max width. 8' Max height. Max section height 24" Solid only - no glazing available. 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 FL917 _ RI2_U 0609-319035-P§-5-pdf FL9174_ R12_II_30Z494_1 _Track_ i Pl rt g{1>_ChA _s ned.pdf FL9174_ R12_II_ 1 4 P1 Posk Istall_Instructions sired pdf FL9174_ Rl2_U_33 4 _ l6 3amb Qonnection 5.Upp Wngd,pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes https:// floridabui Iding.org/pr/pr_app_dtl,aspx?param=wGEVXQwtDqufl l jRfvVxf6u7ojni0heH%2bKagdfe2PanfKY7e2Oj77uQ%3d%3d 4/5 3/2/2018 Florida Building Code Online Evaluation Reports FL9174_R 2_Af_WD2017-0Q1R2 Evaluation Report - FL 9174 PDF Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 18' Max width. 8'-9" Max height, Max section height 21". Glazing available in top or intermediate section, Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No FL9174_Rl2_II_0608-319034-P_S.pif FL 1 4_R_ I_347494 P1_Track_Su plementChart Wned.pd_f FL9174_RRI2__II_324620_P16 Jamb_Connection 5i p signed.Ddf Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174_Rj2_9f_WD2017-001R2 Evaluatign Repot -FL 9174.PDF door. Created by Independent Third Party: Yes 9174.20 5140/9400/9600 #0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No FL9174_RI2_LI_0607-319033-Pf;_ p-I f FL9 I9_RI2_U_3QI194__Track_5R2gMgnt _1g pd FL917g_W?_U_224 Q_P16 Jamb Connection 5Mpp_$jgned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +25.90/-28.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174_W_6g_WD2017-00JR2 Evaluation Repot FL 9174.PDF Created by Independent Third Party: Yesdoor, Baek Next Contact Us :: 2601 Blair Stone Road,, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. opyFAht Z007-2013,S1ete of Florida.:: Privacy Scytgment :: Accessib( ity Statement :: RefuDd tatemen Under Florida law, email addresses are public records. 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Product Approval Accepts: Credit Card Safe hltnc•//floridahuilriinn orn/nr/or ann dtl.asDx?param=wGEVXOwtDoufll 1RfWxf6u7oini0heH%2bKaadfe2PanfKY7e2Oi77uQ%3d%3d 5/5 TES_ SHORT GLAZED PANEL OPTION - .09G" MINIMUM R GLAZING IN MOLDED FRAMES SCREWED TOGETHER TH A MINIMUM OF (6) 18x1' SCREWS INSTALLED IN P OR INTERMEDIATE SECTION (WITH OR WITHOUT CORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN RESSURES SHOWN ON THIS DRAWING. GLAZING TALL HAVE A MAXIMUM HEIGHT OF 13.75" AND A AXIMUM LENGTH Of 16.75". GLAZING IS NOT IMPACT ESISTANT AND DOES NOT MEET THE REQUIREMENTS OR WIND-BORNE DEBRIS REGIONS LONG GLAZED PANEL OPTION - NOT AVAILABLE ATH THIS OPTION CODE i, VINYL OR WOOD DOOR STOP NAI.£D A MAXIMUM IF 6' O.C. MUST OVERLAP TOP AND BOTH ENDS OF ANELS MINIMUM 7/16' TO MEET NEGATIVE IRESSURES. 1. KEY LOCK, SUD£ LOCKS, OR OPERATOR REQUIRED, 5. SECTION SHALL BE CONSTRUCTED WITH FOAMED 1N PLACE POLYURETHANE FOAM INSULATION CHEMICALLY BONDED TO 30 GA MINIMUM FACER STEEL AND A POLYIAMINATE OR 32 GA STEEL BACKER. END CAP TO HAVE A MINIMUM 1,4" DEPTH. 6. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. 7. DOOR JAMB TO BE MINIMUM 2x6 STRUCTURAL GRADE LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE. 8. LOUVER OPTION - .040' MINIMUM LOUVERS IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF (6) {8xi' SCREWS INSTALLED IN THE BOTTOM SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND DO NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. LOUVERED SECTION REQUIRES OPERATOR STILE TO BE FACTORY INSTALLED AT THE 3 CENTERUNE OF THE DOOR. SUPERIMPOSED DESIGN PRESSURE 00OR I DOOR l UNIFORM LOAD EACH JAMB (PLF) JOHN E. SCATES, PE 3121 FAIRGATE DR. CARROLLTON, TX 75007 FL PE 51737 TX PE b53D8/F2ZO3 PROFESSIQNAL ENGINEER'S SEAL PftDVQED ONLY FOR VERFICATION OF V#MDAD CONSiRUCRON DETAM 13 GA HORIZ ANGLE 13 GA FLAG ANGLE- 16 GA MIN HORIZ- 5/18x1-5/8'- LAG SCREWS MIN 3 AS SHOWN) 16 GA MIN VERT- TRACK 5/16x1-5/8" LAC SCREW AT EACH JAMB BRACKET 1/4-20x9/16' TRACK BOLT AND 1/4-20 HEX NUT AT EACH J8 JAMB BRACELET LOCATION 15 GA SITFFENED' JAMB BRACKETS SEE SCHELDULE FOR QUALITY, LOCATION, AND TYPE KEY LOCK OR SLIDE LOCK -- BOTH ENDS (NOT REQUIRED WITH OPERATOR - SEE NOTE 4). SLIDE LOCK SHOOWLN FOR NOTE: (4) SECTION SOLID DOOR SHOWN. SEE SHEET 2 FOR U-BAR LOCATIONS ON DOORS WITH OTHER SECTION QUANTITIES AND SEE NOTE 1 ON THIS SHEET FOR GAZING OPTIONS. EQUAL TO 12'-0'. FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16' TRACK AAND NUT. FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT' NO ADDITIONAL.LH HARDWARENEEDED TO ATTACH TO TRACK. DOORSPATHHIGHLIFT, ROOF PITCH, AND/OR GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. STATIC PRESSURE RATINGS APPROVED SIZES Scand® DESIGN (PSF): +25.90/-28.80 MAX WIDTH: 16,-0" TEST ( PSF): +38.85/-43.ZU MAX HEIGHT: B'-9" OR naltail IMPACT/CYCLIC RATED (YES/NO): NC MAX SECTION HEIGHT: 21' CY MODELS 5140/9400/9500 DIWSION OF OVERHEAD DOOR COR PENSACOLFLORIDA 32514 1 WINDLOAD SPECIFICATION OPTION CODE 0607 REVISIONS IFIED NUMBER OF ENERS AND CENTER S REQUIRED FOR LOWER DOOR WIDTHS. 5/ 10/06 IODIFIEO NOTE 8 TO E THAT LOUVERS NOTIMPACT STANT. 6/ 6/07 MODLFED JAMB CKET SCHEDULE FOR OPTION. ADDED LHR CK DETAIL SHEET 2. 4/ 17/08 ADDED TEXAS LICENSE IB£ R TO TITLE BLOCK, NGED LOUVER NOTE. REASED MAX HEIGHT 8'- 9'. ADDED HIGH f AND ROOF PITCH kCK NOTE. C 4/29/09 UPDATED TITLE BLOCK T 5/4/10 EDI 4/6/06 I MRS SHEET 1 OF 2 DRAWING PART NO. REV. 319033 P5 13 GA ADJUSTABLE TOP PLACE U-BAR OVER INTEGRAL RIB -_ 13 GA AD,NSTABLE 9XTURE ATTACHED TO WITH THE (8) PRE -PUNCHED TOP FIXTURE RE-PUNCHED HOLES '' HOLES EACH END FACING UPWARD N BOTTOM OF U-8AR / AND ATTACH THRU END CAP AT / WITH (2) 1/4-14x5J8' EACH END "TH (2) 1 4-14x7 8' CRIMP TE SCREWS SELF DRILLING CPA TE SCREWSi FOR STANDARD TRACK AND (3) O 1/4-14x7/8" SELF DRILLING CRIMPTITESCREWS FOR LOW o' HEADROOM TRACK (2 OF WHICH ARE USED TD ATTACHED THE TOP BRACKET AS SHOWN). DETAIL 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 (6) PRE -PUNCHED HOLES EACH END FACING UPWARD AND ATTACH THRU ENDUSE "E G HOLE IN SLIDE TO ENSURE PROPER ALIGNMENT OF ROLLERS CAP AT EACH END Willi (2) 1/4-14x7/8" SELF DRILLING CRIMPTITE SOWS 15 GA HINGE ATTACHED / EXCEPTION: U-BAR PLACED OVER TOP RIB ON THE BOTTOM SECTION SHALL ONLY WITH (4) 1/4-14x5/8' / BE ATTACHED THRU END CAP AT EACH CRIMPTITE SCREWS (2 OF WHICH ARE FACTORY END WITH (1) 1/4-14x7/B' SELF DRILLING CMMPTITE SCR LOCATED ON THE ATTACHED) BOTTOM FLANGE O' THE U-BAR IRED TOCLEARANCESREQUIRED 2" NYLON STORMGARD ESINSTALLUTESCREWSU- BARS, ALL U-BARS SHALL BE ROLLERWITH1/ 2. STEM B INSTALLED ON SECTIONS PRIOR TO NSTALUNG ROLLER SLIDES AND TOP DETAILFIXTUREONMIREU-BARS. SEE ATTACHMENT NOTES ON THIS SHEET. 18 GA HINGE ATTACHED _ . PLACE U-BAR OVER RIB ATTACH WITH ( 6) 1/4-20x5/8' 2) /INTEGRAL 05/ 8 CRIMPTITE SCREWS (2 OF CRIMP,SCREWS THRU WHICH ARE FACTORY PRE -PUNCHED HOLES AT ATTACHED, 3 OF WHICH EACH INTERMEDIATE HINGE ARE FIELD INSTALLED INTO LOCATION (1 THRU FLANGE TOP LEAF, AND 1 OF U-BAR AND BOTTOM WHICH IS FIELD INSTALLED HINGE LEAF AND 1 THRU THRU PRE -PUNCHED HOLE '.,_ .- WEB OF U-BAR AND IN U-BAR) INTEGRAL RIB OF SECTION) DETAIL C 12 GA BOTTOM BRACKET Wo FACTORY ATTACHED WITHPLACEU-BAR OVER INTEGRAL RIB WITH 3) 1/ 4-14x5/8'NOTCH DOWN TO CLEAR BOTTOM CHIMPTNTE SCREWSBRACKET AND ATTACH THRU END CAP AT EACH END WITH (1) 1/4-14x7/8SELF OPoLUNG CRIMPTFTESCREWSSHOWNAND USE (1) 1/4-l4x7 8" SELF DRILLINGCRiMP1TE SCREW OSS THE BOTTOM OF THE BOTTOM U-BAR AT EACH PRE - PUNCHED HOLE AT EVERY DETAIL Q HINGE LOCATION. USE (1) 1/4-20x.5/8" CRIMPTITE SCREW AT ALL OTHER PRE -PUNCHED HOLE LOCATIONS Wagne JORN E SCATES. PE 3121 FAIROATE DR. CARROLLTON, Tx 75007 FL PE 51737 Tx PE 55308/1`2203 Dalton DIVISION OF OVERHEAD DOOR C 3395 AD ISON DRIVE PRO£SSMNAL ENGINEER'S SEAL PRO'AM ONLY FOR VEWICATION OF W iDLDAD CONSTRUCTION DETAILS, PENSACOLA, FLORIDA 32514 850 474- 9890 REVISIONS 1 ADDED SUPERIMPOSED ES1GN PRESSURE LOADS SUPPORTING UCHURE AND AFJFIED NUMBER OF ASTENERS AND CENTER NGES REWIRED FOR ARROWER DOOR WIDTHS. RB 5/ 10/06 2 MODIFIED NOTE 6 TO TATE THAT LOUVERS E NOT IMPACT ESiSTANT. 8/ 6/ 07 " 3 MODIFED JAMB RACKET SCHEDULE FOR AT OPTION. ADDED UiR 5) SECTION DOORS RACK DETAIL SHEET 2. WITH (6) 3% 18 GA, GRT 4/17/08 So KS) U-BARS LOCATED OVER 4 ADDED TEXAS LICENSE INTEGRAL RIBS AS UMBER TO TITLE BLOCK, SHOWN ANGED LOUVER NOTE. NCREASED MAX HEIGHT 4) SEClIGd DOORS TO 8-9. ADDED HIGH WITH (5) 3", I8 GA, FT AND ROOF PITCH 80 KSI U-BARS T TRACK NOTE. LOCATED OVER GRT 4/29/09 INTEGRAL RIBS AS S UPDATED TITLE BLOCK SHOWN GRT5/ 4/10 1f BAR ATTACHMENT NOTES 1, ALL U-BARS SHALL BE PLACED OVER INTEGRAL RIBS AND ATTACHED THRU PRE -PUNCHED HOLES WITH (2) 1/4-14x5/8" CRIMP'RTE SCREWS AT EACH INTERMEDIATE HINGE LOCATION, (2) 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREWS AT EACH END CAP EXCEPT BOTH U-BARS ON BOTTOM SECTION - SEE DETAIL B AND D THIS SHEET), (2) 1/4-144/8" CRIMPTITE SCREWS APPROXIMATELY MIDWAY BETWEEN END OF DOOR AND INTERMEDIATE HINGE LOCATION,. AND (1) 1/4-14x5f8- CRWPDTE SCREW APPROXIMATELY 8 FROM EACH END. FOR DOOR WLOTHS GREATER ' MAN 12'-O", THERE SHALL 8£ 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 i18) SCREWS ATTACHING EACH U- OAR EXCEPT Bbi'HH U-BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (14) SCREWS EACH. 2. WITH THE EXCEPTION OF THE (8) PRE -PUNCHED HOLES IN THE TOP OF EACH END USED FOR ATTACHMENT OF THE ROLLER AIDES AND THE (6) PRE -PUNCHEDHOLESINTHEBOTTOMOFEACHENDUSEDFOR THE ATTACHMENT OF THE TOP.FiXTURE AND UNLESS NOTED 07HERWSE ON THIS SPECIFICATION DRAWING, ALL PRE -PUNCHED HOLES N ALL U-BARS SHALL BE ATTACHED TO THE DOOR WITH 1/ 4-14x5/8" CRIMPTITE SCREWS, 3, 18 GA U-BARS SHALL BE STAMPED "46" APPROXIMATELY 8' FROM EACH END. STATIC PRESSURE RATINGS APPROVED S1Z£S SCALE: N.T.S, 4NO.REV, SIGN (PSF): + 25.50/-28.80 MAX 'MOTH: 16'-0" DATE ST (PSF): + 38.85/-43.20 MAX HEIGHT: 8'-9" DRAWN 3/8/0 IPACT/CYCLIC RATED (YES/NO): NO MAX SECTION HEIGHT: 21" CHECKED 4/6/D MODELS 5140/ 9400/9600 SHEET OF DRAWING PA WINDLOAD SPECIFICATION OPTION CODE 0607 3190 PLICE PLATE LOCATION o SEE SCHEDULE I.. H 14" MAX J- 12" MAX 12° SEE CLIP DETAIL MAX 1 12" MAX 12" LIP LOCATIONS MAX SEE SCHEDULE 12" MAX TRACK CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE, JOHN E. SCATES, PE 3121 FAIROATE DR. CARROLLTON, TX 75007 FL PE 31737 TX PE 86306/F2203 PROFESSIONAL ENGINEER*S SEAL PROVIM ONLY FOR VERffr-AT14N OF "NOLDAD CONSTRUCTION DETARS. 13 GA MIN CONTINUOL WALL ANGI 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1 /4" X 7/16 SEMI TUBULAR RIVITS 11 GA MIN CLIP SEE SCHEDULE- 13 GA MIN CONTINU.OUS WALL ANGLE RACK 3) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1 /4"-20 NUT TYPICAL CLIP BOLTING DETAIL TRACK 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1 /4"-20 NUT TYPICAL CLIP RIVETING DETAIL 11 GA MIN CLIP SEE SCHEDULE 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK TYPICAL CLIP WELDING DETAIL DESIGN PRESSURE -CHART DOOR WIDTH MAX PSF 167 -p" 46.0 PSF/-52.0 PSF 9'-0" 46.0 PSF -52.0 PSF Wagner 18'-0" 46.0 PSF/-52.0 PSF Dalton 3395 ADDISON DRIVE Pam( 5o) ,7F44--989p32514SACOA, TRACK SUPPLEMENT CHART REVISIONS I INC- H — K-CUPS-TEXAS ANGLE 12 FOOT 1TED 5/11/03 7PDATED FORMAT. EASED ALLOWABLE MRES TO 00/-52.00 PSF FOR DOOR WIDTHS. NGED 'TEXAS WALL LE" TO "CONTINUOUS L ANGLE". ADDED STRATE MOUNTING AJL, CHANGED TO N HD ANCHORS 4/2/07 CHANGED FORMAT. fED MODELS 9800 1 8024 WITH OVERLAY TRACK CLIP UPDATED MODELS IED IN CHARTS. 1ATED SPLICE k CLIP UPDATE MOUNTING AIL DRAWINGS. 10/05/07 UPDATED CHARTS TO 4INATE THE USE OF 8 CLIP {REPLACED H N9 ACROSS THE 10/24/07 UPDATED STEEL NTING DETAIL 04/11/08 EXPANDED 1-1/2" TO 8" DOOR THICKNESS IRT UP TO 14' HIGH, 12/11/08 UPDATED TITLE CK F S/2/10 DRAWN SHEET 1 OF 2 DRAWING PART NO. REV, 307494 P10 2 3/4" ±1" EDGE DIST E 6 0 X X MIN. 1 8 2-2 1 /8 2-24 MIN 3/16" THICK - STEEL FOR MOUNTING 1/16" x 1-5/8" WALL ANGLE AG SCREW OR QUIVALENT INTO AIN 2 x 6 NO.2 TRACK CLIP 3PF (G=0.42) OR - -.- - - 3ETTER AT EACH 1 /4-20x9/16" 10LE OR -PAIR OF TRACK BOLT AND TOLE LOCATIONS 1/4-20 HEX NUT MOUNTING TO WOOD JAMB DETAIL vL1OUNTING TO STEEL DETAIL 2 3/4" OPTIONAL WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL 4. WITH MIN. (1) 1/4-2ox7/8" SELF DRILLING SCREW WITH 1" O.D. e . ' WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDIN( V n e CONCRETE MOUNTING DETAIL J" E. SCATES. PE 3121 FAIROA7E DR. CARROLLTON TX 75OD7 FL PC 51737 TX PE mm/F221)J PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS 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 MODELS 5200 8000 8024 8100 8124 8500 2" THICK DOOR HEIGHT CLIP #IS 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 6, 6, 7, 7, 9, 9, 9, 11a6, 6, 7, 7, 9, 9, 9, 11, 11IH6, 6, 7, 7, 9, 9, 9, 11, 11, 116, 677, 9, 9, 9, 11, 11, 11, 16, 6, 7, 7, 9, 9, 9, 11, 11, 11, 1 MODELS 9100 94uu ybuu `J/uu `JOuu I CLIP #'S FROM BOTTOM TO TOP IF" I\ PLATE # W7'- o' 4, 4, 4, 4, 4, 4 6 44 4 44, 4 6 4, 4, 4, 4, 4, 4, 4 6 10'-0" 1 4, 4, 4, 4, 4, 4, 4, 4, 4 6 TRACK SUPPLEMENT CHART Wagner Dalton 3395 ADDISON DRIVE NSACOLA, FLORIDA 32514 850) 474-9890 REVISIONS INCH K-CUPS- TEXAS ANGLE 12 FOOT JED 6/11/03 SURES TO 0/-52. 00 PSF FOR OOR WIDTHS. CEO 'TEXAS WALL E' TO 'CONTINUOUS ANGLE". ADDED TRATE MOUNTING IL. CHANGED TO I HO ANCHORS 4/ 2/07 ED MODELS 9800 8024 WITH OVERLAY TRACK CUP PDATEO MODELS D IN CHARTS. ITED SPLICE & CUP RULES, 9/05/07 IPDATE MOUNTING UPDATED CHARTS TO IWATE THE USE OF 8 CUP {REPLACED i # 9 ACROSS THE 1D/24/07 UPDATED STEEL JNTING DETAIL 3 04/ 11/08 EXPANDED 1-1/2' TO 3/8" DOOR THICKNESS ART UP TO 14' HiGH, T 12/11/08 D ADDED MODEL 3700. DATED 17TLE BLOCK T 8/2/10 DATE SHEET 2 OF 2 DRAWING PART NO. REV. 307494 IP10 pgnealto A Division of Overhead Door Corporation Jamb Connection Supplement This document provides a series of connection schedules and basic detailing concepts for the connection of garage door jambs to building frames with the use of various fasteners. DASMA Technical Data Sheet TDS-1 61 may be used as an alternate to this document. Rev. P1 6 P/N 324620 SCHEDULEI 5/16" DIAMETER LAG SCREWS MAXIMUM SPACING OF LAG SCREWS PER JAMB IN MAIN SUPPORT MEMBER SPECIES gyp SPECIFIC GRAVITY -0,55 DOUGLAS FIR SPECIFIC GRAVITY -0.46 SPF SPECIFIC GRAVITY -0.42 LOAD PER JAMB LB/ N ' 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 22 240 24 24 20 260 24 22 19 280 24 20 17 300 24 19 16 320 22 18 15 340 21 16 14 360 20 16 13 380 19 15 13 400 18 14 12 420 17 13 11 440 16 13 11 460 15 12 10 480 15 12 10 500 14 11 10 520 14 11 9 540 13 10 9 560 13 10 8 580 12 9 8 600 12 9 8 620 11 9 8 640 11 9 7 660 11 8 7 680 10 8 7 700 10 8 7 720 10 8 6 740 9 7 6 760 9 7 6 780 9 7 6 0 1 9 7 6 Qp No. 51737 1k * e (r . STATE OF : Ott .; Q. t'.F1 ORip'` 2 f X/ j;' alON L \\N 111 1. BASED ON 5116" 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 TABLEWITHAMINIMUMOFTHREE (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 =1 Eft 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 TO ACHIEVE MUM REQUIRED 6. DESIGN OF THE SUPPORTS STRUCTURESHALL. BEE NER THESOLE IF MOUNTING OVER DRYWALL, INCREASE OIF THE BUILDING DESIGNER ION. 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 B18.2,1. Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:56:33-06'00' Approved John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Revision P16 FL PE 51737 TX PE 56308/F2203 SCHEDULE 2 16d COMMON WIRE NAILS AND 16d THREADED HARDENED -STEEL NAILS r. SCA" No.51737 -' p : STATE OF ' 1161111106II!,0\ 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 AMINIMUMOFTHREE (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. DIVIDED BY 2. 1LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) 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. g. 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. RESPONSIBILITY OF THE BUILDING DESIGNER6, DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLEANDSHALLBEDESIGNEDFORTHEJAMBLOADLISTEDINABOVE 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. Agproved Date: 2015.02.20 09:56:58-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Revision P16 FL PE 51737 TX PE 56308/F2203 SCHEDULE3 3/8"0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL. EIGHT CONCRETE ii % No. 51737 ter STATE OF AV Z Y/j; SIONAL110 1, BASED ON 3/8"0 A307 HEADED OR HOOKED (1 .69"MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 2- O.D. WA6hthWITHAMINIMUMEMBEDMENTDEPTHOF3- AND A MINIMUM EDGE DISTANCE OF 3". 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN INTABLEWITHAMINIMUMOFTHREE (19) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOMOFJAMBSHALLBEPLACEDAMAXIMUMOF6" 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 = 30pst 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. DESGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNERANDISHALLBEDESIGNEDFORTHEJAMBLOADLISTEDINABOVETABLEASCALCULATEDPERNOTE3, Digitally signed by John E. Scates, P.E. Approveci Date: 2015,02.20 09:57:27 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Revision P16 FL PE 51737 TX PE 5630811`2203 SCHIEDULE4 3/8"0 SIMPSON TITEN HD SCREW ANCHORS No. 511737 ia: Ott $TkTF- OF 41 x/ zz 0AC". 0 P. SIONA11- III I 1110 1. BASED ON 3/8"o SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4"O.D. WASHER INTO NORMAL WEIGHT UNCRACKEDCONCRETEWITHAMINIMUMEMBEDMENTDEPTHOF2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4". 2. BASED ON 3l8-0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4' O.D. WASHER INTO GROUT FILLED CMU WITH AMINIMUMEMBEDMENTDEPTHOF2-3/4', A MINIMUM EDGE DISTANCE 0174", AND A MINIMUM END DISTANCE OF 4'. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476- SCREW ANCHORS AS REQUIRED3. PROVIDE QUANTITY OF SC TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOMOFJAMBSHALLBEPLACEDAMAXIMUMOF6" 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 16fV2 = 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 DESIGNERANDSHALLBEDESIGNEDFORTHEJAMBLOADLISTEDINABOVETABLEASCALCULATEDPERNOTE4. 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' Approved John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Revision P1 6 FLPE51737 TX PE 56308/F2203 SCHEDULES 3/8" 0 HILTI KWIK BOLT 3 EXPANSION ANCHOR MAXIMUM SPACING OF ANCHORS PER JAMB (IN LOAD PER NOTE4 JAMB LB/ 2500 PSI NOTEI CONCRETE 4000 PSI NOTEtCONCRETE 2000 PSI GROUT NOTE2FILLEDCMU 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 6 700 20 20 8 720 19 19 8 740 19 19 8 760 i8 18 8 780 i8 18 8 800 17 17 8 W37 _ p : STATE OF ; Ott Q FlORtaP(2N 111110 1. BASED ON 3/8"0 HILTI KWIK BOLT EXPANSION ANCHOR WITH A 1-3/4" Q.D. WASHER INTO NORMAL WEIGHTUNCRACKEDCONCRETEWITHAMINIMUMEMBEDMENTDEPTHOF2-1/2" AND A MINIMUM EDGE DISTANCE OF 3". 2. BASED ON 318"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4" Q.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2" AND A MINIMUM EDGE DISTANCE OF 4". ONLY ONE ANCHOR PER MASONRY UNITCONCRETEMASONRYUNITSSHALLCONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3 PROVIDE QUANTITY H A MINIMUM OF THREE 3) ANCHORS PER IJSHOWNAINTAIN MAXIMUMSPACINGASINJAMB. ANCHORS AT TOP AND BOTTOM TABLEWITHOFJAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB, 4. LOADPERJAMBCALCULATEDBYTAKINGDESIGNLOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH - 16ft LOAD PER JAMB = 30psf x 16fU2 = 2401b/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 TO ACHIEVE MINIMUM REQUIRED F MOUNTINGOVERDRYWALL, INCREASE FASTENER LENGTH IESDESIIGN OFTHE SUPPORTSTRUCTURESHALLBETHESOLEREONSIBILITYTHEBUILDINGDGRNE7. POFION. ANDSHALL 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 Revision P16 FL PE 51737 TX PE 56308/F2203 a palton 3395 ADDISON DRIVE PENSACOLA, FLORIDA =14 850) 474-9890 v t ur ffi3G,4ffi No. W3T 0 STA'iE OF f1,41 zz fffffjf s QN"a Digitally signed by Jahn E Scates, P.E. Date: 2015.0220 095853 -06'00' xmE SCARS. PC i121EAWQARDILGm7ml I TA >SD / rt K A1S! R K SSaOA(T3907 A. m".w e m oiU µCO1SiRULTM DETAILS IN LDCK 1z- 3/4 J SIMPSCN R1FN HR SCREW ANCHORWITHA114` WDEF'TFI I' AND AMINIMUMEIABERy- 3/4` htR) h 4BNIMUM EDGE DISTANCE NOT<• MAXIMUM DESIGN LAAO CAPACFIT OF 2085 tRS MINW IA 24 R3 ¢HEMER LOCK SOUTHERN PWE BRAGCEi LUNBER. wo 4' 4} 3/9` SIMPSON TITER HP SCREW ANCHOR WTH A 1^g HASHER AND AMINIMUMEMBEDUENTREPTMDF2- 3/4` ANP A M01URR/ EDGE DISTANCE' MINIMUM DGG p A`T TTl FA CIIN 95I M -1 11 10 LOS LOAD CAPAtl1YOF2400LDS. 216 f3 /-Q HEADER LOCK FINE / BRACKET 1^ t/y 1_ I• J PIA. L\G SCREWS WITH I-1 4` OA. WAEHERS LAGS SHALL HALE A& RMUM PQJEiRATiON OE i^ B/3Y` INTO THE MAW 7SUFPCMtT MEMBER. PEA MAXIMUMCN LOAD CAFACRT OF 2430 LBS. 6RAWN JAMB CONNECTION SUPPLEMENT BNG PART NO. I REV. 324620 IP16 Wayr® Patton 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9390 MIN 2590 PSI CONCRETE tlDlk: MAX AUI.OWABUE FISTENER MIN 2 x 4 SPF (G0.42) OR BEiTFR WAIL STUD HDIF: MA% N.LOWABUE FASIEI7ER LOAD MAYE1fCFFOINEDESIGNLOADOF 'DIE STRUICTURE• LOAD MAY IXC2ID THE OESIGN LOAD OF THE STRUCNRE. DESIGN 2 3/4• DESCH DF AIPPORI9TC BTRU('NFIE SNALL BE THE S(XE RFSPON°.iBIUtt OF THE PROFES90NAL OF SVPPORTwo SD&1CTURE BHAIL MDN ED 01 BE TXE SME RESPON9BNTY OF OF RECORD FDR THE STRUCTURE THE PR OFFORTHESTRUCTURE RECtBtD . . FXiu" SHEATHING a d . HOLD BACK INTERIOR 2s/4 IAIN fED. wN 5/ 8• AT SCREW PATH 1^9/}x ON. IN CWIER IF B• BETWFFN JAMBBRA(}DT UA'IAM8 SO a T/4 FOR EACHJAMBBRUpGTM JAMB BRACKET JAMB BRACKET 1/4-20s9//8• i IB• 1/4-20 NIX N 1RACK BOLT AND i/4-2D HEX TRACK TRACK WOOD uOUNTIND_ETAB. TAXGIsF `ctQ' // w""',I IN11NO oETAn. A0 1RC PETt AG FASTER42 A No. 51737IT F STA'TEOf 4 w` s S&IO N ! \\ X Digitally signed bylohn E ScaLes, P.E Dale: 201SA220 "9 Sg,-O6 O SHEET 2 M EFAPDATE DILSCATR ppCMnOt1TDK TIf ]}DDT n.PcJAMB CONNECTION SUPPLEMENT DRAWING PART NO. I REV. 32462D P16 Kw— Product Approval USER: Public User Product AoRrovPl Menu > ErqjVqAr ARP li;ng,rch > Application List Search Criteria Refine Search Code Version 2017 FL# 16103 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Searcn rtesuKs Appilc 1011a syn Manufacturer yA idated By. FL1610 -R9 Revision Ply Gem Windows Category: Windows National Accreditation & Management Institute 804) 684-5124 Approved H's ory Subcategory: Single Hung pprw uy ..". r Vvy - ur ,•.,,,. ,..,, .. _.._ ._-..._- -, - Cantpgt US :: 2N01 Glair §ton Road, Tallahassee FL 32399 Phone: 850-487-1824 The Slate of Florida is an AA/EEO employer. Qp_ylight 2, Y7-2013 State of Florida :: Er[yM Statement :: Accessibility Statement :: Bj_Nnd 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 mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section455.275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they haveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Safe rcurit•IErxlr> https://tloridabuilding.org/pr/pr_app_lst.aspx 1 /1 g Florida Building Code Online g. , i.06tICA,DA1Adi'CK" S ,4 ftT i t"I1 M?', tB"jhdss &`Praf64ibnal A1004IMiltn, a n'* „ } g$F+ ° c { , 991'Isl" AUt/L'., ,. a IgtyiGnus"x ki t' Floridaaa, Product Approval 1 r,.,. Public user i> 9s6"rfdyyyy ea Product Agproval Menu > Product or An to icationSearch > epl lica[ion List > Application Detail FL # FL16103-R9 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Ply Gem Windows Address/ Phone/Email 433 N. Main St. Rocky Mount, VA 24151 614) 532-3596 luanne. harris@plygem.com Authorized Signature Luanne Harris luanne. harris@plygem.com Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard Year AAMA/ WDMA/CSA 101/I.S.2/A440 2005 AAMA/ WDMA/CSA 101/l.5.2/A440 2008 AAMA/ WDMA/CSA 101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2009 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/20/2017 https:/ lfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh 1000gbVYRGITgUSzNzJCVvRgQvjVOzheKNA%3d%3d 1 /3 2/14/2018 Florida Building Code Online Date Validated 12/21/2017 Date Pending FBC Approval Date Approved 12/27/2017 Summary of Products FL # Model, Number or Name Description 16103.1 Ply Gem 1500 Single Hung, Non -Impact (Alt. Substrates) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1610 _R2__C_LA_CUM11350J I-R .01f Approved for use outside HVHZ. Yes FL1610 _R9_Q_CAC_U1U120A2JU_P_4f_ Impact Resistant: No 1610 _Rg_C;_"A _NI01j350,Q4-93Lpd Design Pressure: N/A FL1610 R Rdif Other: Refer to installation detail for sizes, configurations and P& ratings. FLIG10 R _CAC_RW135D_Q_ZR1W_f FL1610- R C AC N1011350,08-R5.p f FL161Q FL1610 _R9_C_Q_AC_RW_LU&1L-_R3_Wf FL1610 20-RIPffR9_9_LA_C_N_101I350 FL1610 _U_C_CLkC_NI011350.2I-_R3 pd FL1610 _Rg_C_C6L_NI0I1350,22z.R_4 pd FL1610 _E9-9-CAC N 101135O 25-113-Pdf EUUM_Rq_C_LAC _ULQ1127 _Q.02.p & FL1610 _92-C-CACAM12320A3 t1df FL1610 R _r_CAC N1013370,Q4,p f FL1610 g _C_C&C_NI0j337Q,Q5_pdf FL1610 _Rq _;( _QAC_Nj013370,Q6,p_d_f Quality Assurance Contract Expiration Date 04/30/2020 Installation Instructions FL1610 R Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL1610 _U.A Evallkel?Q WUIIC P1 Created by Independent Third Party: Yes 16103.2 Ply Gem 1500 Single Hung, Non -Impact (As Tested) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1610 _U_C_Q6C_NI011350,01-R_3-Pdf Approved for use outside HVHZ: Yes FL1610 R _(;_Q C_NI0j1350,02_R_1.Pd Impact Resistant: No FLIG19 R _C_CAC NI0I1350.Q4-R3,pd Design Pressure: N/A FL1610 _Rq _C_CAC NI011350.05-114pdf Other: Refer to installation detail for sizes, configurations and FL1619 _Rq_C CAC NL ratings. FL16103_R9 NI011350,07:R1.0f Q6L_ FL1610 _ E_9 _;( _CAC_NI0j1350.08-R5.pd FL1610 _ Rq_C_CAC_NI011350.II-R4.pdf FL1610 _ Rq_C_LAC NI01I350J6-R3.Pd FL1610 _ Rg_g_C AC N1011350.20-R3.p qf FL1610 _ U_C__NI011350.2I-R3_pd FL_ U_C_CA_CUQ1LU_Q_Z2_-R4-PA_f FL1610 _ R9_C_ AC M1115Q25:nQff FL1610 _ R2_C_CAC_UQ127)_Q2J&f FL1610 _ Rg_(;_rAC_NI0j3370,Q3,p_df FL1610 _ R2_C_CM_RMLUZQA_4P_fff FL1610 _ R2_C_CAC_NIQ1337Q.0jpgff FL1610 R _CAC_NI013370,Q&,Pdf Quality Assurance Contract Expiration Date 04/ 30/2020 Installation Instructions FL1610 R _U_PGW198 AS TESTED_p f Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 16103. 3 Ply Gem 1500 Single Hung, Impact (Alt, Substrates) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLI 103 R _C_CA_C_NI0I1350,12:_R2_Pd Approved for use outside HVHZ: Yes FLl6lO3-R9-C--CAC-NLQ1135-Q,14--R2 POt Impact Resistant: Yes ELI§W_Rg_C_CAC_NI011350.24zR2.pd Design Pressure: N/A Quality Assurance Contract Expiration Date Other: Refer to installation detail for sizes, configurations and 11/30/2022 ratings. Installation Instructions FL1610 _ U_II NAIN-15-12-If Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports 2/ 3 https://floddabuilding.org/pr/pr._app__Otl.aspx?param=wGEVXQwtDqvyf4ngAXhlO00qbVYRG(TqUSzNzJCVvRqQvjVOzheKNA/3d/3d 2/14/2018 Florida Building Code Online FL1610 _R9_AE_Eva R psrt-PGW183-B pdf Created by Independent Third Party: Yes JI 16tl 03.4 PlyGem 1500 Single Hung, Impact (As Tested) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16103_R_C_C_NQ11350.12-R2.Zdf Approved for use outside HVHZ: Yes FL16103_R9_g_CAC_NI011350.14-R2,pdf Impact Resistant: Yes FL16 _R9_C_CAC_NI011350.24-R2,pdf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: Refer to installation detail for sizes, configurations and 11/30/2022 ratings. Installation Instructions FL16_R9_11_PGWI1 4 AST 5F. TED.pd-f Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone 850-4 7-1 24 The State of Florida is an AA/EEO employee Copyy ht 2007-2013 State of Florida :: Privacy Statemen :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,487.1395, `Pursuant to Section45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one, The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: E Credit Card Safe SCCtlritl' II1 TRICS https:/lfloridabuilding,orglpr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh1000gbVYRGITgUSzNzJCVvRgQvjVOzheKNA%3d%3d 3/3 PLY OEM WINDOWS SERIES 1500 SINGLE HUNG WINDOW NOTES: I. THIS INSTALLATION HAS BEEN EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE OUTSIDE THE HVHZ, AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES DO NOT EXCEED THE DESIGN PRESSURE RATINGS HEREIN, 2. WHEN USED IN AREAS REQUIRING IMPACT PROTECTION, THIS PRODUCT REQUIRES THE USE OF APPROVED IMPACT PROTECTIVE DEVICES (SHUTTERS). 3. ANCHOR TYPE, SIZE, SPACING, EMBEDMENT, AND EDGE DISTANCE SHALL BE AS SPECIFIED IN THESE DRAWINGS. USE APPROPRIATE ANCHORAGE FROM TABLE I ACCORDING TO SUBSTRATE TYPE. A MINIMUM CENTER -TO -CENTER SPACING OF 3' SHALL BE MAINTAINED BETWEEN ALL INSTALLATION FASTENERS IN ANY DIRECTION. 4, ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR MASONRY OPENINGS WITH WOOD BUCKS LESS THAN 1-112" THICK, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, AND INTO MASONRY SUBSTRATE. WOOD BUCKS WITH MASONRY ARE OPTIONAL. 5. WOOD, METAL, OR MASONRY OPENINGS, BUCKS, AND BUCK FASTENERS, BY OTHERS, SHALL BE PROPERLY DESIGNED AND INSTALLED BY OTHERS TO TRANSFER SUPERIMPOSED LOADS TO THE STRUCTURE. ADEQUACY OF THE STRUCTURE TO RECEIVED THESE LOADS SHALL BE VERIFIED BY THE CONTRACTOR OR AUTHORITY HAVING JURISDICTION (AHJ). 6. IT IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD OR AS APPROVED BY THE AHJ TO SELECT PLY GEM PRODUCTS TO MEET ALL APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES, OR OTHER SAFETY REQUIREMENTS FOR EACH INSTALLATION. 7. SHIMS ARE REQUIRED WHERE GAPS OF GREATER THAN 1/16' EXIST BETWEEN OPENING AND FRAME. MAX. SHIM STACK IS 1/4". SHIMS SHALL BE LOAD-13EARING AND CAPABLE OF TRANSFERRING LOADS TO THE SUBSTRATE. 8. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER INFILTRATION RESISTANCE OF THE INSTALLED PRODUCT SHALL BE THE RESPONSIBILITY OF OTHERS USING ASTM E 2112 AND IS NOT ADDRESSED BY THIS DOCUMENT. 9. INSTALLED GLAZING SHALL COMPLY WITH ASTM E 1300. 10. ALL FASTENERS PENETRATING INTO PRESSURE TREATED WOOD SHALL BE CAPABLE OF PREVENTING CORROSION DUE TO REACTION WITH PRESSURE TREATMENT CHEMICALS. ANY DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE PROTECTED TO PREVENT REACTIONS IN ACCORDANCE WITH CODE REQUIREMENTS. 11. A WIND LOAD DURATION FACTOR CD = 1.6 WAS USED FOR THE ANALYSIS OF WOOD SCREWS ONLY. 12. PRODUCTS SHALL BE CONSTRUCTED AS SPECIFIED IN TEST REPORTS NATIONAL CERTIFIED TESTING LABORATORIES 110-15596-1 a -2, 110-15597-1, 110-15598-1, 110-15599-1 a -2, 110-15600-1, 110-1601-1, 110-15602-1, 110-15605-1, 110-16027-1, 110-16028-1, 110-16245-1, 110-19262-1, 110-19348-1 THRU -5. 13. DESIGNATION "X" IS FOR OPERABLE PANEL AND '0" IS FOR FIXED PANEL. 14. USE 100% PURE SILICONE CAULK COMPLIANT WITH AAMA 800 SECTION I - SEALANT SPECIFICATIONS FOR USE WITH ARCHITECTURAL FENESTRATION PRODUCTS. 15. USE A BACKER ROD ON ALL JOINTS >3/4' DEEP AND/OR WIDER THAN 1/4". FINISHED CAULK JOINT SHOULD BE A MINIMUM OF 3/8' DEEP. FL 16103.1 SIZE CHART OVERALL SIZE MAX. DESIGN PRESSURE GLAZING TYPE / CONFIG, WIDTH HEIGHT 35-15116- 84' 50/- 50 PSF TYPE GI/ 8' EVEN SASH 40' 71, SO/- 50 PSF 48- 72' 50/- 50 PSF 501- 50 PSF 50/- 50 PSF 8' 40/- 40 PSFZ35-15/16*73 8' 40/- 40 PSF 16- 35/- 35 PSF 16' SO/- 50 PSF 48-1/16' 95-15116, 30/- 35 PSF TYPE GI / ORIEL SASH40-1116, 95-15/16' 25/- 30 PSF 44-1/16' 77-1/8' 401- 40 PSF TYPE G2 / EVEN SASH 36-11I6- 74-I/16- 50/- 50 PSF 35-7/16- 73-112' 351- 35 PSF 35-15/16' 61 15/16' 4351- 35 PSF TYPE G3 / EVEN SASH 35-1/2' 73-1/2' 301- 30 PSF 40-fJi6' 72' 25/- 35 PSF 43-15/1b' 77-i/8' 25/- 25 PSF TABLE OF CONTENTS SHEET SHEET DESCRIPTION I INSTALLATION 8 GENERAL NOTES 2 ELEVATIONS 8 ANCHOR SCHEDULE 3 VERTICAL SECTIONS 4 HORIZONTAL SECTIONS 5 GLAZING DETAILS TABLE 1: INSTALLATION FASTENERS TABLE LuGas Turner 2017-12-20 03:31+19:00 ID SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED. MIN EDGEDISTANCE FIN INSTALLATION 2X MIN. SPRUCE -PINE -FIR WOOD 8 WOOD SCREW 1-112' 7/16' A G=O.42) 16 GAUGE (0.060") STEEL 36 KSI MIN. 10-16 SELF -DRILLING SCREW FULL, PLUS 3 7/16' B OR 1/8" ALUM. 6063-T5 MIN. TEKS/DRIL-FLEX/KWIK-FLEX THREADS MIN. FRAME OR CLIP INSTALLATION C CONCRETE (2 KSI MIN.) 3/16' ITW TAPCON 1-1/2" 1-1/8" D HOLLOW OR GROUT -FILLED CMU 3/16" ITW TAPCON 1" 2' 117 PCF MIN.) E 2X MIN. SOUTHERN PINE WOOD 3/16' ITW TAPCON 1-318" 7/8' G=0.55) F 2X MIN. SOUTHERN PINE WOOD 10 WOOD SCREW 1-318, 7/8' G=0.55) Ib GAUGE (0.060') STEEL 36 KSi MIN. 10-1b SELF -DRILLING SCREW FULL, PLUS 3 I/Z' G OR 1/8' ALUM. 6063-T5 MIN, TEKS/DRIL-FLEX/KWIK-FLEX THREADS MIN. NOTE: ALL SCREWS AND TAPCONS SHALL HAVE MOD. TRUSS, PAN, OR HEX WASHER HEAD, 0.42" MIN. HEAD OR WASHER DIAMETER FOR FIN ANCHORS, 0.355' MIN. HEAD OR WASHER DIAMETER FOR FRAME ANCHORS. Ply Gem, 433 N. MAIN ST., PO BOX 551. POCKY HO-T, YA 24151 PN: " 84-6348 FX. 540-484-8683 15 1' 1L2mm L = V Z 0` U N 0' CREW "0,,' No 58201 413 9t STATE OF fW„+' 12/19/2017 LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. COA # 29779) 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 V7 #: FGW1811OF5 UNIT MAX. WIDTH SEE SIZE CHART, SHEET I F TYPICAL ELEVATION EVEN SASH UNIT MAX. WIDTH SEE SIZE CHART, SHEET I B C 3 3 G 4 n O nEw x= 4 40 Wr t x a= u r WN_ N Wrn nX., TYPICAL ELEVATION ORIEL SASH NOTE: MAXIMUM ORIEL UNIT FIXED D.L.O. HEIGHT IS LIMITED TO 50-7/8'. Ply Gem - WINDOWS 433 N. MAIN ST- PO SM 559, ROCKY MOUNT. VA 24SSI PH: 540-484-6348 FX: $40-48({ j4- 0681 r H V L q ap z - s i z P p N 4' FROM 8-I/2" 15' IS' ++ ye7lVprytrb' FROM O.C., b" FROM fl'C" 5' FROM ++p.NaR£'Y CORNER, TYP. —' fl,C.. TYP' CORNER, TYP. TYP. CORNER, TYP. CORNER, TYP. CORNER, TYP. .`'p:4jGENg±.4 Q,' 3. • No 58201 q// 12' O.C., 12" D.C., J EXTRA ANCHORS "9' it 7'" TYP. TYP. rr rr (MARKED W/ 'X') 9p :• STATE OF :W nOn INSTALLATION n^n O EQUIRED FOR ALL '.'+OR1QA'p2: ANCHOR, TYP. V ./ INSTALLATION WINDOW WIDTHS t"NA?A1" 1: j ANCHOR, TYP. j OVER 44-1/16' 2' EACH L_ 1 2' EACH ^z' z SIDE OF / SIDE OF /" O.C., TYP. MTG. RAIL `1f 4' PROh1 MTG. OF X ' 1 (' 4' FROM 12/19/2017 CENTER, (l EXTRA ANCHOR CENTER, r UUU EXTRA ANCHOR LUCAS A. TURNER, P.E. n TYP. TYP. FL PE 58201 nX nXn LOC, TO LOC. TO TURNER ENGINEERING & NEAREST NEAREST EXTRA ANCHORS d STANDARD LOC., / STANDARD LOC., CONSULTING, If9INC. INSTALLATION (CIRCLED LOCATIONS) f TYP (COA k 2977V E. ANCHOR, TYP. REQUIRED FOR ALL NORTH PORT, F 34 WINDOW WIDTHS 4' O.C. 'i N PHH9411-380-157488 OVER 44-1/16' 6' FROM } INSTALLATION ANCHOR LAYOUT FL 16103.1 FIN INSTALLATION CORNER, TYP. ANCHOR AT CLIP, TYP. DWG #: ANCHOR LAYOUT ANCHOR LAYOUT PGW]81 FRAME INSTALLATION CLIP INSTALLATION SHEET: 2 OF 5 MIN. EMBED. MIN. EDGE DIST. INSTALLATION ANCHOR SEE TABLE I, SHEET I Pl Gem, SEE TABLE 1, SHEET 1 SEE TABLE 1, SHEET I 7777 I WINDOWS SUBSTRATE INSTALLATION ANCHOR BY OTHERS SEE TABLE 1, SHEET I L13 N. MAIN S7_ BOX $59, ROCKY MOUNT, VA 24*3 SUBSTRATE BY OTHERS MIN. EDGE DIST. MIN. EMBED. rM: sao-ABA-a3Ae rx: 510-131-66a3 SEE TABLE 1, SHEET I SEE TABLE 1, SHEET I SILICONE CAULK S#LICONE CAULK wF o SEE NOTES 14 & 15, SEE NOTES 14 8 15, SHEET I SHEET I J Lm1/4' MAX. 1/4' MAX. SHIM SPACE D SHIM SPACE a z J SEE GLAZING J 3 y DETAILS SHEET 5 zo 0 i Z z SEE GLAZING l_ SEE GLAZING jDETAILSSHEET5 / DETAILS SHEET 5 w u o }} w EXTERIOR INTERIOR EXTERIOR INTERIOR z vs z F C N N N VERTICAL SECTION ERTICAL SECTION u wN w o o rZ o 3 HEAD 3 HEAD rc x p BRiCKMOULD FRAME - FIN INSTALLATION 1 BEVELED FRAME -FRAME INSTALLATION z a s u SEE GLAZING I DETAILS SHEET 5 SEE GLAZING DETAILS SHEET 5 r— i 3 SEE GLAZING DETAILS SHEET 5 F o ai to Q Fz 9 I VERTICAL SECTION a£ p U N EXTERIOR INTERIOR EXTERIOR INTERIOR t}OR£W TMEETINGRAIL p zi TYPICAL j NgF"P,L•. l*6p?•4LGE 5-Q N. 58201 : i1 I 4rz5/16' MIN. I/4' MAX. r, O: STATE OF :Iw,ZFSHEETSHIMSPACE I/L' MAX. MIN. EDGE DIST. ioo.•C pAd?: 6`S •. OSILICONECAULKSHIMSPACETABLESEEI, SEE NOTES 14 B 15, SHEET I T;—--}I- SILICONE CAULK Z. 1 ' SEE NOTES 14 & 15, SHEET I MIN. EMBED. 12/19/2017 SEE TABLE I, SHEET I LUCAS A. TURNER, P E. SUBSTRATE SUBSTRATE INSTALLATION ANCHOR TURNERPENGIENGINEERING & BY OTHERS BY OTHERS SEE TABLE I, SHEET I CONSULTING, INC. COA f} 29779) INSTALLATION ANCHOR 1239 JABARA AVE. SEE TABLE 1, SHEET I MIN. EMBED. 4288NORTHPORT, FL 374PH. 941-380-15MIN. EDGE DIST. SEE TABLE t, SHEET 4 SEE TABLE i, SHEET 1 DWG #: A VERTICAL SECTIONS VERTICAL SECTION P G W 181 3 su1 3 LL SHEET: Z OF CFL14103,1 BRICKMOULD FRAME -CUP INSTALLATION BEVELED FRAME FIN INSTALLATION l J MIN. EDGE DIST. SEE TABLE 1, SHEET I SUBSTRATE _ BY OTHERS INSTALLATION ANCHOR SEE TABLE 1, SHEET I SILICONE CAULK SEE NOTES 14 B 15, SHEET I MIN. EDGE DIST. SEE TABLE 1, SHEET I INSTALLATION ANCHOR SEE TABLE I, SHEET I MIN. EMBED. SEE TABLE 1, SHEET 1 114' MAX. SHIM SPACE INTERIOR] I SEE GLAZING DETAILS SHEET 5 1 EXTERIOR E HORIZONTAL SECTION 4 JAMB BRICKMOULD FRAME - FRAME INSTALLATION MIN. EMBED. SEE TABLE I, SHEET I 1/4' MAX. SHIM SPACE 5/16" MIN. INTERIOR SEE GLAZING DETAILS SHEET 5 SUBSTRATE BY OTHERS I EXTERIOR SILICONE CAULK SEE NOTES 14 6 15, SHEET I HORIZONTAL SECTION 4 JAMB BEVELED FRAME - CUP INSTALLATION FL 16103.1 1/4' MAX. SHIM SPACE MIN. EDGE DIST. SEE TABLE I, SHEET I SUBSTRATE i Ply Gem9 BY OTHERS INTERIOR INSTALLATION ANCHOR 03 N. MAIN ST., Po BOX 559. SEE TABLE 1, SHEET I ROCKY MOUNT. VA 24151 MIN. EMBED. SEE TABLE 1, SHEET 1 r : 50 te4 W3 o c 1 SEE GLAZING 3o DETAILS SHEET 5 o j oZo EXTERIOR S1LiCONE CAULK- r F HORIZONTAL SECTION SEE NOTES 14 & I5, SHEET i Z o u . o m a > aZr JAMB4 00ox N u 'O BRICXMOULD FRAME - FIN INSTALLATION w Ce i z wr o 0 r o w MIN. EMBED. o Za u 1/4' MAX. SEE TABLE I, SHEET I tii '" m a SHIM SPACE Qo 3 1:= u z P o i SUBSTRATE NVYINTERIOR BY OTHERS INSTALLATION ANCHOR NpE A SEE TABLE I, SHEET I Z-S 4` . 1 mow P% STATE OFMIN. EDGET.,%NAA SEETABLE1, SHEET I SEE GLAZING DETAILS SHEET 5 32/39/2037 LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & EXTERIOR CONSULTING, INC. SILICONE CAULK COA # 29779) SEE NOTES 14 5 15, SHEET 1 1239 JABARA AVE. NORTH PORT, FL 34288 H HORIZONTAL SECTION DWG #941- 380-i574 4 JAMB P G i A i 1 O I BEVELED FRAME -FRAME INSTALLATION j y 1 j J SHEET: / OF C FL 16103.1 f: Ply GemoWINDOWS 413 M. MAIN ST_ n $01 559. ROCKY MOUNT. VA 24*1 PH'. $40-04-6345 FS: 540-434-6W 7/8' O.A. 7/8' O.A. INSULATED INSULATED ANNEALED C o J$ I o ANNEALED _ GLASS UNIT n GLASS UNIT EXTERIOR EXTERIOR/ j o 1/2" MIN. TYP. Z INTERIOR 1/2' MIN. TYP. GLASS 81TE / GLASS BITE / INTERIOR o 0 TWO-SIDED z a DOW 119E GLAZING TAPE GLAZING DETAIL 2 w iR = SILICONE GLAZING DETAIL 1 Z_ JZ > r u1 Z O N t0 N i nZW rn W o o ' r W Oz O na J 13/16" O.A. z a m u INSULATED ANNEALED GLASS UNIT = u z EXTERIOR o of o £ , N G 1/2' MIN. TYP. S ? No 58201 •: :. GLASS BITE y / INTERIOR COMPRESSION ' P's STATE OF :•Wj GLAZING TAPE GLAZING DETAIL 3%°T''•T P•'w" APPLICABLE TO FIXED LITE ONLY FOR SASH SEE GLAZING DETAIL 1 z- 12/19/2017 LUCAS h TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. COA # 29779) 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 DWG #: PGW181 SHEET: G OF C PLY GEM WINDOWS SERIES 1500 INTEGRAL MULLED WINDOW INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 3112 INCH (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 114 INCH, SHIM WHERE SPACE OF 1116 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5, FOR INSTALLATION INTO WOOD FRAMING USE #6 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 112 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 MATERIAL OR HAVE A CORROSION RESISTANT COATING. 8. 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. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF D.55. FL 16103.2 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/WDMA/CSA 101/1.S.2/A440-05/08 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. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE, BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS. OVERALL SIZE MAX. DESIGN PRESSURE UNIT TYPE MISSILE IMPACT RATING WIDTH HEIGH7 72-1/2- 60' 1 +50/- 60 PSF TWIN NON -IMPACT 80-1/2- 71-15/16" 50/- 50 PSF 84-U4' 77-1/8' 40/- 40 PSF 109- 60- t45/- 65 PSF TRIPLE109-m6" 74-1/16' 251- 35 PSF 121-1/16' 77-1/16' i451- 45 PSF NOTE: SEE SHEET 2 FOR ALL QUALIFIEU CUNMIUURA NUNS TABLE OF CONTENTS SHEET SHEET DESCRIPTION I INSTALLATION 8 GENERAL NOTES 2 ELEVATIONS 3 ANCHOR SCHEDULE 4 VERTICAL SECTIONS 5 HORIZONTAL SECTIONS 6 COMPONENTS. BILL OF MATERIALS. B GLAZING DETAILS f.* Ply Gem - WINDOWS 433 N. MAIN 57- PO BOX $54 ROCKY MD 7, VA 24151 PH: 549-464-6346 FX: 5LO-LA44663 IL - rn 1 7o p N N > Y il- m a ® in LD Z _ V Z p N Q U N aLU HNLu 1- N Q DWG #: PGW198 SHEET: I OF G f.: Ply Gem - WINDOWS 433 N. MAIN ST.. PO BOX $59 ROCKY MOLINT, VA 26151 PH 540-454-6343 FX: 540-4"-66$3 1 UNIT MAX. UNIT MAX. q o 0 WIDTH 841WIDTH1211b4 z D.L.O MAX. D.LA MAX, z CO E WIDTH 3 8' B C WIDTH 374' 8 C 4 4 4 4 O Lu H E H F o w O UNIT MAX. 5 b 5 5 D.L.O. MAX. UNIT MAX. 5 5 b N HEIGHT HEIGHT HEIGHT w w o 77' • 0• .Q. •0• !. 77' D.L.O. MAX. •0• '0• CC " 6 722 $ HEIGHT V) a 722' w 0( Lyj N CO a m a" Z r U Zo3S v A D D — o U 4 4 4 TYPICAL ELEVATION TYPICAL ELEVATION TRIPLE UNIT TWIN UNIT 0 SERIES I500 INTEGRAL MULLED WINDOW 8" O.C., TYP. 4" FROM CORNER, TYP. CORNER,TYP. TYP. 0. 0. 0. TYPICAL ELEVATION FIN INSTALLATION i21-i/16' x 77-1/I6' UNIT Ply GemWINDOWS INSTALLATION 5- FROM MIDSPAN, L33 N. MA3H ST.. PO 80x 559 CORNER, TYP. ANCHOR, TYP. 4 -I I—b', TYP. TIP. AMKY MOLINT, VA W51 SERIES 1500 INTEGRAL MULLED WINDOW - ANCHOR SCHEDULE UNIT SIZE UNIT TYPE DESIGN PRESSURE INSTALLATION TYPE d ANCHOR SPACING WIDTH HEIGHT FIN FRAME I CLIP HEAD JAMB SILL HEAD JAMB SILL NEAD JAMB SILL 72 1/2" 60" TWIN 50/-60 PSF 8,00" 8.00" 8.00" MIDSPAN MIDSPAN 18.00*' 18,00' 16.00" 18.00' 801/2" 7115/16' 50/-50 PSF 8,00" 8.00" 8.00" MIDSPAN MIDSPAN 18.00"' 18.00- 16.00" 18.00' 84 1/4" 77 1/8" 40/40 PSF 8.00" 8.00" 8.00' MIDSPAN MIDSPAN 18.00-' 8.00' 16.00" 18.00' 109" 60" TRIPLE 45/-65 PSF 8.00' 8.00" 8,00" MIDSPAN MIDSPAN 18,00-' 18.00- 16.00" 18.00- 109 1/16' 74 1/16" 25/-35 PSF 8.00" 8.00" 8.00" MIDSPAN MIDSPAN 18.00'' 18.00. 16.00' 18.00' 121 1116" 77 1/16" 45/-45 PSF 8,00° 1 8.00° 00° 1 MIDSPAN I MIDSPAN 1 18.00" 18.00- WOO' 18.00' 1. ANCHOR SPACING LISTED ABOVE IS BASED ON MAXIMUM UNIT SIZE AND PRESSURE LISTED. SPACING IS QUALIFIED FOR SMALLER UNITS OR UNITS REQUIRING A LOWER PRESSURES. 2, FOR FRAME INSTALLATION, ANCHOR CLIPS ARE REQUIRED AT THE SILL SPACED AS SHOWN IN CHART. 3. ANCHOR METHODS MAY BE INTERMIXED AS LONG AS ANCHOR SPACING, TYPE, ETC. ADHERES TO REQUIREMENTS LAID OUT IN THIS DOCUMENT (I.E. FRAME INSTALL AT HEAD 8 JAMBS, FIN INSTALL AT SILL) FL 161031 F MIDSPAN, TYP. L 6' FROM CORNER, TYP. TYPICAL ELEVATION FRAME INSTALLATION 84-1/4' x 77-1/8' UNIT PH: 540-464-6348 5i' FROM Fx: 540464-6683 CORNER, TYP. ap o N TAl E0 Z J INSTALLATION w ANCHOR, TYP. o zO w0S N Zz wp oa z INSTALLATION o N a£ ANCHOR AT CLIP, TYP. w rn w cc ow a 0o_ 3-7 kZ kb"FROM F- aF mCORNER,TYP. o N u Z n 0. .0. 16' A.C., TYP. I— N F N Q 6' FROM f _ 18. O.C., 4\ CORNER,TYP TYP, INSTALLATION TYPICAL ELEVATION ANCHOR AT CLIP, TYP. CLIP INSTALLATION 84-1/4' x 77-1/8' UNIT DWG #: PGWI98 SHEET: 3 OF 6 CONCRETE/ MASONRY BY OTHERS 1 112' MIN. EMBEDME NT CAULK BETWEEN A 8 WOOD SCREW CONCRETE/ MASONRY 8 2X INSTALLATION ANCHOR WOOD BUCK BY OTHERS 2X WOOD SUCK — BY OTHERS 3/4' MIN. EXTERIOR FINISH EDGE DISTANCE BY OTHERS SILICONE SEALANT BY OTHERS 1/4' MAX. SHIM SPACE O.A. / 4 UNIT ! 3 HEIGHT SEE GLAZING DETAILS SHEET b EXTERIOR INTERIOR g VERTICAL SECTION HEAD - STEEL STUD BRICKMOULD FRAME - FIN INSTALLATION SEE GLAZING DETAILS SHEET 6 EXTERIOR INTERIOR O.A. / UNIT 1 HEIGHT 3 T 5 1/4' MAX. SHIM SPACE SILICONE SEALANT Q' BY OTHERS 11/2' MIN. EXTERIOR FINISH EMBEDMENT BY OTHERS 2X WOOD BUCK BY OTHERS CAULK BETWEEN CRETE/ MASONRY 8 2X e - 8 WOOD SCREW WOOD BUCK BY OTHERS 3/4. MIN INSTALLATION ANCHOR CONCRETE/ MASONRY EDGE DISTANCE BY OTHERS VERTICAL SECTION 4 SILL-MASONRY/CONCRETE FL 16103.2 BRICKMOULD FRAME - CLIP INSTALLATION CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 8 2X WOOD BUCK BY OTHERS 2X WOOD BUCK JABYOTHERSEXTERIORFINISH BY OTHERS SILICONE SEALANT BY OTHERS O.A. / UNIT 1 HEIGHT EXTERIOR 314' MIN. .r Ply Gem - EDGE DISTANCE #8 WOOD SCREW INSTALLATION ANCHOR 433 N. MAIN ST_ PO BOX 559 ROCKY MOUNT, VA 24151 1 1/2' MIN. EMBEDMENT PN: 540-1e4-6318 fX: 5L0-Lt4-bbR3 w N SEE GLAZING DETAILS SHEET 6 INTERIOR C VERTICAL SECTION HEAD - STEEL STUD BEVELED FRAME - FRAME INSTALLATION SEE GLAZING DETAILS SHEET b EXTERIOR INTERIOF O.A. 1 UNIT 3 HEIGHT 20 SILICONE SEALANT BY OTHERS EXTERIOR BY OTHERS 2X WOOD BUCK BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 8 2X-----,{ I!2' MIN. ' WOOD BUCK BY OTHERS ,-• C EMBEDMENT CONCRETE/ MASONRY J BY OTHERS p VERTICAL SECTION SILL - STEEL STUD BEVELED FRAME - FIN INSTALLATION 1/4' MAX, SHIM SPACE 1/4' MAX. SHIM SPACE 3/4' MIN. EDGE DISTANCE 8 WOOD SCREW INSTALLATION ANCHOR NZ 0Lu Lo LW H Ln Q I #: PGW198 ET: 4 OF 6 1 1/2' MIN. EMBEDMENT 8 WOOD SCREW 1/4' MAX. INSTALLATION ANCHOR SHIM SPACE INTERIOR 3/4' MIN. EDGE DISTANCE.• SEE GLAZING DETAILS SHEET 6 CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS 2X WOOD BUCK o BY OTHERS EXTERIOR FINISH '. ° EXTER30R BY OTHERS O.A. UNIT SILICONE SEALANT WIDTH BY OTHERS E HORIZONTAL SECTION 5 JAMB - MASONRY/CONCRETE BRICKMOULD FRAME. FRAME INSTALLATION i 1/2' MIN. 8 WOOD SCREW EMBEDMENT INSTALLATION ANCHOR I Imo. i/4' MAX. I SHIM SPACE 3/4' MIN.' INTERIOR EDGE DISTANCE ' s 6 SEE GLAZING CONCRETE/ MASONRY__fi'-, DETAILS SHEET 6 BY OTHERS CAULK BETWEEN CONCRETE/MASONRY & 2X WOOD BUCK BY OTHERS _ 2X WOOD BUCK - BY OTHERS EXTERIOR FINISH BY OTHERS SEE GLAZI EXTERIOR DETAILS SHEET SILICONE SEALANT 2 O.A. BY OTHERS UNIT WIDTH HORIZONTAL SECTION JAMB - MASONRY/CONCRETE FL 16103.2 BEVELED FRAME CLIP INSTALLATION 3/4' EDGE 8 WOOD SCREW INSTALLATION ANCHOR CONCRETE/ MASONRY JJ P' W ADOW9® DISTANCE BY OTHERS INTERIOR p• CAULK BETWEEN 433 N. —N ST- PO BOX 559 CONCRETE/ MASONRY & 2X ROOMY nO+LWT. VA 24351 WOOD BUCK BY OTHERS PH: 540-141-63La FX: 54O $4-6681 SEE GLAZING DETAILS SHEET 6 1 1/2' MIN. o t• ° - EMBEDMENT o ni 2X WOOD BUCK o J BY OTHERS o , EXTERIOR FINISH J o z 8Y OTHERS EXTERIOR SILICONE SEALANT JQ V 1 BY OTHERS O.A. z o L4 w Cl UNIT O o z WIDTH i2 = o a z F HORIZONTAL SECTION W Q LL JAMB-STEELSTUD5 a BRICKMOULD FRAME - FIN INSTALLATION a a INTERIOR HORIZONTAL SECTION 5 INTEGRAL MULLION TYPICAL GLAZING AILS SHEET 6 I i I Q k Z 0LLJh WL 1-- coQ F: PGW198 ET: 5 OF 6 BILL OF MATERIALS ITEM NO. PART NO. DESCRIPTION MATERIAL MANUFACTURER/NOTES I BRICKMOULD FRAME PVC PLY GEM WINDOWS 2 BEVELED FRAME PVC PLY GEM WINDOWS 3 GLAZING BEAD PVC PLY GEM WINDOWS 4 FRAME COVER PVC PLY GEM WINDOWS 5 BRICKMOULD ANCHOR CLIP PVC PLY GEM WINDOWS 6 BEVELED ANCHOR CLIP PVC PLY GEM WINDOWS 7 BRICKMOULD SILL PVC PLY GEM WINDOWS 8 BEVELED SILL PVC PLY GEM WINDOWS 9 INTEGRAL MULLION PVC PLY GEM WINDOWS 10 MULLION REINFORCEMENT STEEL PLY GEM WINDOWS II FIXED SILL PVC PLY GEM WINDOWS BRICKMOULD ANCHOR CLIP (D BEVELED ANCHOR CLIP PVC PVC 0.2821— 0.282' .065' fl.065' 10 MULLION REINFORCEMENT II FIXED SILL STEEL PVC 0.064' 3' FL 16103.2 BRICKMOULD FRAME PVC 3.53' 1 3.687' 0.06 . TYP. GLAZING BEAD PVC 0.72 BRICKMOULD SILL BEVELED SILL PVC PVC 3.53' ---I 3.402' 3.435' 3.56' I 0.065' 0.065' TYP. TYP. NOTE: USE OF EITHER BRICKMOULD OR BEVELED FRAME TYPES IS QUALIFIED UNDER THIS APPROVAL TO THE SIZES AND PERFORMANCE LIMITS LISTED HEREIN. 7/8' O.A. INSULATED 3.26'-1 ANNEALED GLASS UNIT 1.852. 0.06' EXTERIOR BEVELED FRAMEDPVC 3.402' 3,812' 0.06 TYP. FRAME COVER PVC 2.DOb' 0.06 1/2' MIN. TYP. J INTERIOR 1/2' MIN. TYP, GLASS BITE GLASS BITE DOW 995 COMPRESSION SILICONE GLAZING DETAIL 1 GLAZING TAPE FOR USE IN ANY LITE FIXED OR SASH) INTEGRAL MULLION PVC j.: Ply GemDowsWIN N. MAIN ST.. PO BOX 559 ROCKY MO4 T. VA 24151 PH: 540-484.6348 FX: 540-484-6683 p q 1= Z 7/8' O.A. 0 INSULATED ANNEALED LLI GLASS UNIT LUEXTERIORI- 1 4 INTERIOR GLAZING DETAIL 2 FOR USE IN SINGLE HUNG FIXED LITES ONLY WG #: PGW198 MEET: 6 of 6 2/14/2018 Florida Building Code Online d r , ` ¢ qivPr6WM6na Regdation k$iAxa`. , .<,•ba` .'*. `" { gg46QtNtlLt` Alftb81H1 A6PN.tilVf5ibg9 ,CdNiA,(rTL6V1{ BCISHome I Login User Registration HotTopics I SubmitSurcharge Stats&Facts Publications I FBC Staff l3CIS Site Map Links Search Florida ^ 7 r Product Approval Ilk USER: Public User Product Aoysvgl Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2017 FL# 16118 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL aearcn Kebu Rb ^ H aca uvra lyp-q Manufacturer ya i dat§d By. Status FL1¢7,18-R3 Revision Ply Gem Windows Locke Bowden Approved His ry Category: Windows 334) 300-1800 Subcategory: Mullions HPProveu oy uorm. npp,w oy Contact Us :: 2601 51air Stone Road, Tallahassee FL 32344 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. a=yright; 2007-2013 Stat of Florida :: Priv t m rig :: 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 mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe https://floridabuilding.org/pr/pr_app_lst.aspx 1 /1 IAIW41 Product Approval USER: Public: Userd Florida . r 1-1 +'JWenl= q Product Ap p.LqyAl Menu > PrQdUCt or &aakQaL1-0n-§-tLr-rh > 6p rLj= > Application Detail FL # FL16118-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Ply Gem Windows Address/Phone/Email 433 N. Main St. Rocky Mount, VA 24151 614) 532-3596 luanne.harris@plygem.com Authorized Signature Luanne Harris luanne.harris@plygem.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Locke Bowden f Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product standards Certified By Sections from the Code FL1611 R CO —ELY-9—em-CJQ-1—Pdf 1709.8 Product Approval Method Method 2 Option B https:llfloddabuilding.org/pr/pr_appjtl.aspx?param=wGEVXQwtDqvyf4ngAXhlOyQOemzP,2JWDTjgpLsYuOSUObhuAFGR6Tg%3d°/3d 1/2 2/14/2018 Florida Building Code Online Date Submitted 10/17/2017 Date Validated 10/20/2017 Date Pending FBC Approval 10/24/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 16118.1 Ply Gem 1500 Mullion (Brickmould Frame) Limits of Use Installation Instructions Approved for use in HVHZ: No FLl _U_U_ W1 pd Verified By: Hermes F. Norero, P.E. FL P.E. No. 73778ApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Other: Please refer to installation instructions, PGW189, and Evaluation Reports FL1611 R3_AE_PER51LZJ& evaluation report, PER 3142, for further limitations of use. Created by Independent Third Party: Yes 16118.2 Ply Gem 1500 Mullion (Beveled Frame) Limits of Use Installation Instructions Approved for use in HVHZ: No FLI611 _R3_II_P9W190.Ddf Verified By: Hermes F. Norero FL P.E. No. 73778ApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Other: Please refer to installation instructions, PGW190, and Evaluation Reports FLi _B33_AE_PER5113.Ddf evaluation report, PER 3143, for further limitations of use. Created by Independent Third Party: Yes 16118.3 Ply Gem 1500 Tube Mullion (Brickmould Frame) Limits of Use Installation Instructions Approved for use in HVHZ: No FL1 _RR3_1I29W203.Ddf Verified By: Hermes F, Norero, P.E. FL P.E. No. 73778ApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Please refer to installation instructions, PGW203, and FLi 18_U_AE_PER5114.D evaluation report, PER 3144, for further limitations of use, Created by Independent Third Party: Yes 16118.4 Ply Gem 1500 Tube Mullion (Beveled Frame) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16118— _U_RgW2D_4pdf Verified By: Hermes F. Norero, P.E. FL P.E. No. 7377$ Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Other: Please refer to installation instructions, PGW204, and Evaluation Reports FL16118_R3 A€_l R51 - 1f evaluation report, PER 3145, for further limitations of use. Created by Independent Third Party: Yes Back Next Contact WE:: 2601 Blair Stona Road, Tallahassee FL 32399 Parr&: &50-487-11324 The State of Florida is an AA/EEO employer. (Myright 20Q7- 0 13 State f Florida :: Privdev Statement :; Accessibility S a n :; 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 Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they haveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personaladdress, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: MEORM19M Credit Card Safe https:llfloridabuilding.orgfpr/pr_app_dti.aspx?param=wGEVXQwtDgvyf4ngAXh 10yQOemzR2JWDTjgpLsYu0SU0bhuAFGR6Tg%3d%3d 2/2 3/2/2018 Florida Building Code Online L Business & Profe-ssional Regulation Bcis Home Log in user Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff I SCIS Site Map Links Search F rich Product Approval USER: Public User eroduct ApjjLgyaLM= > Product ar ARnlication Search > Application List Search Criteria Code Version 2017 FL# 12194 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL IYRS Manufacturer Mat ate"Y Status FL12194-117 Revision Aluminum Coils, Inc. Locke Bowden Approved Hig-o". Category: Panel Walls 334) 300-1800 Subcategory: Soffits Approves Dy unrK. approvals uy ------------ Contact Us :: 2601 Blair Stone Phone: 850-487-1824 The State of Florida is an AA/EEO employer, !,qpyht 20Q7-ZQI3 State ofFlorida, Florida.:::: Privacy :: Accessibili Statement:: Rgfund StatementUnder Floridalaw, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455. 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: a a Ed 0 Credit Card Safe https:// flaridabuilding.org/pr/pr_app_jst.aspx 1/ 1 3/2/2018 Florida Building Code Online sional Regulation BCIS Home ( Log In User Registration ' Hot Topics Submit Surcharge Stats & Facts i Publications ( FBC Staff (* 6CIS Site Mapt Links Search F rida Product Approval11,9tdor USER: Public User Errq uct Aooroval Menu > Product or Aoglication Search > gRrljication list > Application Detail FL # FL12194-R7 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoiisinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden ki Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL12 4_RZ_M_ALC15001 4 2017 FBC Evaluation Report Q4 T4 Soffits Fin P9f Standard AAMA 1402 e r 2009 https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysALFtXsIGNSMOVVEg2vbvM%2fTw%3d%3d 1/2 3/2/2018 Florida Building Cade Online Product Approval Method Method 1 Option D Date Submitted 12/15/2017 Date Validated 12/15/2017 Date Pending FBC Approval 12/20/2017 Date Approved 02/13/2018 Summary of Products FL # Model, Number or Name Description 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +80/-90 other: See Evaluation Report for limits of use. Installation Instructions FL1219 _R77_1_ALC15001 4 2017 FBC Evaluation Renart 04 T4 Soffits FinaLpdf Verified By: Zachary R, Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports FLl _R_AA_ALC15001 4420 ,Z FBC Evaluation &pQrt Q4 T4 Soffi 5 Final.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Slair Slone Road, Taltahasseg 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. (;_opyt9ht 2007-2913 .State of Florida :: RdvAgy Statement :: Accessibilitymenk :: Refun [ t m Qn Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455,275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe https:// floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquk24AUCa/o2fEHMrNrkL4bysALFtXsIGNSmoVVEg2vbvM°/p2fTwa/o3d%3d 2/2 5 . r-r- I r- CREEK TECHNICAL SERvicEs, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE6TH EDITION (2014) Manufacturer ALUMINUM COILS, INC. Issued August 27, 2015 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.corn Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA91 10) SCOPE Category. Panel Walls Subcategoty., soffits Code.Sectlons: 1404.5.1,1710.9.4 Properties: Wind Resistance REFERENCES Entitv Report No. Standard Year Certified Testing Laboratories (TSTI 577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-()2-01 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACLY,-003-02-0.2 AAMA 1402 1996 LiwxnoNs 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 1710.92 and 1710.9.3. rer's 4. Installation of the evaluated products thductsshallcomplywiththisreporte 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 shalt meet the minimum ventilation requirements of FBC section 12032. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall bereviewed 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 (320-3. PRODUCT DESCRIPTIONS 8/ 8" F-Channel Preformed nominal 0.01 6-inch thick, 3105 H-1 4 aluminum F-channel. See Appendix D for dimension drawings. 318" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-Inch thick, 3105 1-1-14aluminum fascia. See AppendIX13for dimension drawings. ALCI-5001 FL121-94-R3 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20,-3. The manufacturer shag notify GREEK Techrlipal Services, LLG of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluationreportdoesnotexpressnorimplywarranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ti CREEK TECHNICAL SERvicEs, LLC PRODUCT DESCRIPTION ALUMINUM COILS, INC Soffits 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit ?anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in Ain.ft for the 'full vent configuration and 11.1 0/lin.ft and for the 'center vent configuration. See Appendix D for dimension drawings. IrL FULI ueff lei- MID PAHM 1211 T4 Soffit Preformed nominal 0.01354nch thick, 3105 HA4 aluminum soffit panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 In Ilin.ft for the 'full vent configuration and 4.2 h2lfin.ft for the 'center Vent configuration. See Appendix D for dimension drawings. ALQ15001 FL12194-R3 Page 2 of 3 This evaluation report Is provided far State of Florida product approval under Rule 61 G20-3. The manufacturer -shall notify CREEKTechnicalServices, 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 heirein. 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 BuildingCode5"' Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. No 74021 r STATE OF QT • .< O R l Q P • ssIQNA11 1` r. 20 1 5.08.27 07:05:00 04.'001 Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in arty 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 enfity 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 FI-12194-R3 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEKTechnicalServices, 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 ' TE:cHNiCAL SERVICES, L,LC 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 WITATION$ and sections of this evaluation when using the table($) 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 SI'F (S.G_ = 0.42) 2x lumber. Substrate attachment shall be designed by others In accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others In accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details areas follows: ALC15001 a. 12" T4 Soffit —12-inch o.c. Fastener Fastener Location Location b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location Location Location Locatlbn c. 16" Q4 Soffit-16-Inch o.c. Fastener Fastener Location LoT ation FL13194-R3 1 of 7 This evaluation report Is provided for State of Florida product approval under Rule 61G20=3. The manufacturer shall notify CREEK' Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty,. Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SF_RVICES, LLC d. 16" Q4 Soffit— 8-inch o.c. Fastener Fastener Fastener Location Location Location ALUMINUM COILS, INC Soffits Approved Sstem Numbers -and Definitions 12F Ap pro_ved Systems for 12-inch Overhang with F-Channel 12J-# Approved_ Systems for 12drich Overhang with J-Channel 16F Approved Systems for 16-Inch Overhang with F- hannel MA Apgroved Systems for 16-Inch Overhang with J-Channel 4F-## Approved Systems for 24-inch Overhang with F-Channel ZiJA 1 Approved Systems for 24-Inch Overhang with J-Channel .. Appendix A Approved Systems for 12-Inch overhang with F-Channei Wall Connection Eave Connection System Panel MDP No. Width psi Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachmerit Max. One (1) min. 3/8-inch head dia. nail, One (1 } min. 318 x 3/8-Inch One (1) min. 1 3/4-Inch long x 12F- 1 16-inch Wood min,1.25-1ncta embedment spaced Wood crown staple spaced 16-inch 0.072-1nch dia. x min. 3/16- Inch head dia. trim Hall t40.0 24 inoh o.c. spaced 36-inch o.c. Max' Three (3) min. 3/4-inch x 1/4-inch One (1) min 314-inch x 1/4-inch One (1) min,1 3/4-inch long x 12F 2 164nch Wood crown staples 1n diamond pattern Wood crown staple spaced 8-inch o.c. 0'072"inch dia. x min. V4-inch head dia. trip nail spaced 48- 48• 64. 2 spaced24-Inch o.c, and securing each panel lap inch o.c. 12F- 3 Max' Masonry One (1) 14 ga. 5/8-inch long T nail Wood One ( 1) min 3/4-Inch x 1/4-Inoh crown staple spaced 8-inoh o.c. One ( 1) min. 1 3/44nch long x 0. 072-inch dia, x min. 1/4-Inch 48 16 Inch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- Inch o.c. ALC15001 FL121.94-R3 Page 2 of 7 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not spedficaliy addressed herein. CREEK TEcI-lt*i cm, SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 124nch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Three (3) min. 3/4- incfi x 1/4-Inch crown, One (1) min. #8 x 1/2-Inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood patties in diamond long x 3/8 inch head diameter Wood 1spac h crown staple 0.072-inch dia. x min. 1l4-inch 48 16-Inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c.. head dia, trip nail spaced 48- 64,3 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-Channal Substrate Panel Attachment Fascia Cap Attachment Attachment One (1)18 ga. 114-inch crown x One (1) min, 1.76-inch x diameter 16F=1 Max. Masonry One (1) 14 ga. 6/8-inch long T nail Wed 1-inch leg staples spaced max fin ishinging with min. 3/16- hnail 53.3 12- inch spaced max. 8-inch o.c. 4-inch o.c. and securing each he Inchhead 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 Woad 4- inch o.c. and securing each finishing nail with min, 3/16- 53.3 spaced 164nch o.o. panel lap Inch head spaced 12- inch o.c. Max. One ( 1) 3/8-inchhead dia. nail, min. One (1) min 3/8-Inch x 3/8-Inch One (1) min. 1 3/4-Inch long x 0.072 Inch dia, x min, 16F- 3 16- Inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/ 16-inch head dia. trim nail 25. 6 Inch o.c. o.c. spaced 36-lnoh 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 3of7 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assuranoe changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERvic Es, LLC. ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 164nch 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 0.072-Inch diameter 16F-6 Max. 16-Inch Masonry One (1) 14 ga. 5/8-Inch long T nail spaced 8-Inch o.c. Wood 1-Inch leg staples spaced 4- Inch o.c. and securing each finishing nail with min. 3116- 413 panel lap Inch head spaced 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. 1.76-inch x L072-inch diameter 16F-6 Max 16-Inch Wood Inch leg staples In diamond pattern Wood I -Inch leg staples spaced 4- Inch o.c. and securing each finishing nail with min. 3/16- 43.3 spaced I 6-Inch o.c. panel lap Inch head spaced I 16-Inch o.c. Approved Systems for 164nch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width Psi Substrate J-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment Max. Three (3) min. 314-Inch x 1/4-Inch One (1) min 3/4-Inch x 1/4-Inch One (1) min. I 3/4-inch long x 0,072-Inch dia. x 23.5 16.1-1 1 B-InGh1 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 1 I nail spaced 48-inch o.c. ALGI5001 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 spe6ifically addfesaed 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 psfj Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.114-inch N NormNominal crown x 1-Inch leg 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 14nch rafter with one each panel lap inch crown x1-inch 0.072-inch diameter 24F-1 12-Inch Wood leg staples in 1j min. 2.25- Wood leg staples spaced 8- spaced finishing Hall with min. 801-90 diamond pattern Inch x 7d ring One (1) min, 1.75-inch inch 3/16-inch head spaced spaced 16-Inch o.c. shank nailshankkail x 0.072-inch diameter 12-Inch o.c. n finishing nail with min. 3/164nch head spaced 44nch 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 80/ 2417-2 12-inch Wood smooth shank roofing nail spaced rafter with one 1) Td x 2.25- One (1) min, 1.75-inch Wood leg staples spaced 8- finishing nail with min. 3116-inch head spaced 76.6 16-inch o.c. inch ring shank x 0.072-inch diameter Inch o c 12-inch o.c. nail 24-inch o,c. finishing nail with min. 3116-Inch head spaced 4-inch o.c. One (1) 18 ge.1/4-inch crown x 1-Inch leg Nominal 1x2 staples spaced No.2 SYP 12-inch o.c. securing One (1)18 ga. 1l4- One (1) min, 1.75-inch x 77 Max. One (1)14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.0 2-Inch diameter 80/ 24F-3 12 Inch Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min, 76.6 spaced 8-inch o.c, 1) 7d x.2.25- One (1) min. 1.75-inch Inch o.c. 31164nch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 244nch o.c. finishing nail with min. 3/16-Inch head spaced 44nch o.c. ALC16001 FL12194-R3 Page 5 of 7 This evaluation. report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty,. installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC- ALUMINUM COILS, INC Soffits Appendix A Ap roved Systems for 244nch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1)18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staples spaced Three (3) 18 ga.1/4- 12-inch o.c, securing One (1)18 ga,'114- 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 1) miry. 2.25- Wood leg staples spaced 8- finishing nail with m1n. 801.60 diamond pattern inch x 7d ring One (1) min. 1.75-Inch inch ox, 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, 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch- crown x 1-inch leg Nominal 1x2 staples spaced One (1).min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min, 1.75-inch x Max. inch x 11 ga. anchored to each panel lap Inch crown x 1-inch 0.0724nch diameter 24F-6 16 ineh Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 80/0 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. and securing 31164noh head spaced 164neh o.c. Inch ring shank x 0.072-inch diameter each panel lap 16-Inch o.c. nail 244nch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1)18 ga.1/4-inch crown x 1-Inch leg Nominal 1x2 staples spaced No.2 SYP 12-inoh o.c. securing One (1)18 ga. 1/4- One (1) min,1.75-Inch x One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 24F 6 16M-ianch Masonry inch long T nail ratter with one Wood leg staples spaced 8- finishing nail With min. 801-60 spaced 8-Inch o.c. 1) 7d x 2.25- one (1) min.1.75-Inch Inch o.c. and securing 3116-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. ALG16001 FL12194-R3 6of7 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. HUMM MCREEK EEKTECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems, for 24-lnch 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 1 x2 ring shank nail crown x 7-inch leg No. 2 SYP anchored to Three ( 3) 18 ga. 1l43nch crown straight - nailed through thesafter into the end staples p plesspaced12- Inch o.c. securing g One {1) 18 ga, /,- One ( 1) min. 1.75-inch 24J_ 1 Max. rafter with one x 1-inch leg of the batten or two (2) each panel lap Wood Inch crown x 1-inch X 0.072-inch diameter finishing nail with min. i60 12- inch 1) min. 2.25- staples in diamond min. 2.25-inch x 7d One (1) min. leg staples spaced 3/16-Inch head spaced Inch x.7d ring pattern spaced 16- Inch ring shank'rfails toe- nailedaneithersideof x o.t)72-inch diameter diameter8-inch o.c. 12- inch o.c. shank nail 24inch o,o: o. c. the batten at each finishing nail with min. 8118- lnchttead spaced battenlrafter 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 1 x2 ring shank nail crown x 1-inch leg No. 2 SYP anchored to Three ( 3)18 ga, 1/4-inch crown strdlght- nailed thioagh the rafter into the end staples s Ppaced 12- Inch securing One { 1) 18 ga.'/,- Inch crown x 1-inch One 1 min. 1.75-inch 24J- 2 Max. rafter with one x 1-inch lag of the batten or two (2) each panel lap paWood leg staples spaced x 0.072-loch diameter finishing nail with min. t53.3 16- Inch. 1) min. 2.25- staples in diamond min. 2,25-inch x 7d One (1) min,1.75-inch e (1) in, 8-Inch o.c. and 3116- inch head spaced inch x 7d ring pattern spaced 16- ring shank nails toe- x diameter securing each panes 16-inch o,o. shafik Hall inch o.c, nailed bn either side of the batten at each finishing nail with min. lap 24 inch o.C, batten/rafter 3/ 1 &ineh head spaced Intersection. Max. 4-Inch c.c. iafter spacing Is 244noh o.c. ALC15001 FL12194-R3 7of7 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC. of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TF_ct-INI*CAL. St=RvtCBS, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPRoyt:n SysTEms section of this report for additional Installation details of a selected system and maximum design pressures limitations. No. I Installation Dotal] 12F-1 & 12F-3 A)in. 9re" -head dia. nail with min. SMm angagemant{for wood substrate) or min.. 0..097" din. T-nail or stub nail with lain, 57-$s .engagprnent (for concrete or block substrate), spaced as noted above. ASCIA .SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL Wood, Concrete or Blaok 'W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" 0. C. 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 assuranoe changes throughout the duration for which this report Is valid. This- evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that ate not specifically addressed herein. CREEK TI:GFII ICAL SERVICES, LLC System No. I Installation Detail 12F-2 3/4- X 1 /4- `, CROWN STAPLES' USING A DIAMOND PATTERN I F- CHANNEL CAN BE INSTALLED WITH TINE NAILING FLANGE UP OR DOWN WOOD SUBSTRATE OPEN RAFTER FACIA BOARD FASCIA CAP 3/4- X 1 /4" CROWN STAPLE' -B" ON CENTER 1-3/4" TRIM NAZI PAINTED S,S. 48' 0.0, SOFFIT— max. 12-inch span ALUMINUM COILS, INC Soffits Appendix B 3`* SOFFIT STAPLE DIAMOND PATTERN DETAIL A —111-.-3is• XrvM i STAPLES J 1-3/4" TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4-.X 1/4" CROWN STAPLE SOFFIT & FASCIA DETAIL ALGI5001 FL12194-R3 Page 2 of12 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 whioh this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not speoiFcaliy addressed herein. DEMM CREEK TECHNICAL- SEItvICBSa LLG 12J-1 No. I Installation Detail ALUMINUM COILS, INC Soffits Appendix B i OPEN RAFTER oisT / '"' ' SOFFIT STAPLE pIAMOND PATTERN I DETAIL. FACIA BOARD I. 3/ STD a %I 1/4' CROWN STAPLE "24' 1 IAL—FASCIA CAPCENTERUSINGADIAMONDPATTERN 3/4' X 1 /4' CROWN 8" 1-3/4' TRIM NAIL FACIA BOARD STAPLE ON CENTERJ PAINTED S.S. J—CHANNEL 1-3/4" TRIM NAIL aorewed to soffit with onali) ails x PAINTED S.S. 48" FASCIA CAI' 1l2" x.3/8" head O•C• 3/4" X 1/4" diameter screw, 18" o,b. CROWN STAPLE SOFFIT —max. 12-inch span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL, ALCI5001 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 spefiifically addressed herein. gas REEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installafibn Detall 1.1- TRIM NAIL FASCIA BOARD PAINTED SS. FASCIA CAP SOFF17 a 1"" CROWN STAPLE OPEN RAFTER FASCIA BOARD 14 0;1518"1.1MR 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAPi REFER TO'SOFFIT 1 FASCIA DETAIL SOFFIT; HAX.16" SPAN TIASON11 7RATE ALCI5001 FL12194-R3 Page 4 of 12 This•evaluatlon report Is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of ally product changes or quality assurance ehanges'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 addtbssed herein. H I CREEK0TF-CHNICAL SERVICES, LLC Sy.1t6rn No. Installation Dretall Min, 3J8'" head Oka, nail with min. 1XI eogagernentlfor wood *9u]:Fstrate) of min. 0-.091" dia, T-nail or stub iTail v1.th min. 5/-8"- engagament1for cpncrete or block aup'abrate) , bpated as. noted above.. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 r\— "F" CHANNEL Wood, Concrete or Block. Willi STAPLE SOFFIT TO FASCIA BOARD #T5-0 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1/4" ;YO - PAINTED 1/717 nPAINTED 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 spetifIcally addressed herein. CREED TEcrt jcm, SERvicEs, LLC 16F-4 No. I Installation Detail 3/4," X 1 /4' -"-, CROWN STAPLES USING. A DIAMOND PAIURN I F" CHANNEL CAN BE INSTALLED WITH THE NAILING FLANGE UP OR DOWN WOOD SUBSTRATE' 1-3/4" TRIM NAIi PAINTED S.S. 48,' O.C. ALUMINUM COILS, INC Soffits Appendix B 3/ n % SOFFIT STAPLE OPEN RAFTER a rDIAMO ND, PATTERN 3/!^ IErVELH J FACIA BOARD \ CAA 3/4' X 1/4' CROWN 1-3/4" TRIM NAIL STAPLE "8" ON CENTER PAINTED S.S. SOFFrr_'max.. 36-inch span SOFFIT FACIA BOARD- FASCIA CAP 3/4" X 1 /4" CROWN STAPLE SOFFIT 8c FASCIA DETAIL ALC15001 FL12194-R3 Page 6 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61 Q20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance obanges throughout the. duration for which this report Is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other produot attributes that are not specifically addressed herein. CREEK TzcHNiicAL SF_RvicSs, LLG ALUMINUM COILS, INC Soffits Appendix B Systlarn No. Installation Detail 11" T7A..-FASCIA FASCIA BOARD PAIS.S. CAP 1"4" CROWN STAPLE OPEN RAFTER FASCIA BOARD p CROWN STAPLES SOFFIT & FASCIA USING.A DIAMOND FER TO DETAIL 16F-2 & PATTSOFFIT ERHj £ STAPLE 16F- 6 DIAMOND PATTERN DETAIL FASCIA LAP; FASCIA TOSOFFITiFASCIA / 3" F" CHANNEL-,-, HANNELDETAIL 8 SOFFIT; MAX. 16" tj SPAN WOTO 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 otter product attributes that are not specifically addressed herein. FNEM SCREEKTF-CHNICAL, SmRvICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER IM XT3TAPW #a SOFFIT STAPLE GIST i 'DIAMOND DETAILT,* L PATTERN FACIA HOARD —j STM.ES / 3/4" X 1/4" CROWN STAPLE "24" ON CENTER USING •A DIAMOND PATTERN FASCIA CAP 16J-1 3/4" X 1/4" CROWNFACIAHOARD1L-CHANNEL 6" STAPLE ON CENTER• JTRIMNAILPPAINTED1-3/4" TRIM NAIL S.S. 48" FASCIA CAP O.C. 3/4" X 1/4" CROWN STAPLE SOFFIT —max. 16-inch span. ST WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALGI6001 171-12124-133 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 ALUMINUM COILS, IN Soffits TIECHNICAL SERVICES, LLC Appendix S System No. InstsiiatlOtt Detail 1 TR4SOFFrrl FASCIA BOARD PAINT Tao' CROWN FASCIA CAP STAPLES USING A DIAMOND PATTERN; REFER TO 1'x1' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL i }' TRIM NAIL FASCIA BOARD PAINTED &S. SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 1'*} CROWN STAPLE FASCIA CAP, REFER TO SOFFIT b FASCIA \ DETAIL 39 \ Nuta ncho ed tBatftnAn[hartd !o SOFFIT; MAX.'2ti" 1 11 1 F-CHANNEL Rafters with one Td Ring Shank Nall at J every Railer / WOOD SUBSTRATE -- / SOFFIT STAPLE ALCI6001 FL12194-R3 Page 9 of 12 This evaluation report 1s provided for Mate of Florida product approval under Rule 61 G20-1 The manufacturer shall notify CREEK Technical Services, LLC of any product changes orqualityassurancechangesthroughoutthedurationforwhichthisreportIsvallCi. This evaluation report does not express nor imply warranty„ Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHN1CAL.SERVICES,, LLG ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 }' TRIM NAIL FASCIA BOARD PAINTED SS, ta' SMOOTH SHANK FASCIA UP ROOF NAILS SOFFIT 1"x}" CROWN STAPLE 1 }" TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 i"x}" EROWH STAPLE FASCIA UPs REFER TO SOFFIT L FASCIA DETAIL Nominal 1"x2` SYP Batten Anchored to SOFFITI MAX. 24" F-CHANNEL Rafters with one ld Ring Shank Nall at every Raiser ' WOOD SUBSTRATE ALC15001 FL12194-R3 10 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TF-CHNICAi, SERvicEs, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1>t" TRIM NAIL FASCIA BOARD PAINTED S,S. 146A 17 7-NAILS SOFFIT FASCIA CAP 1'x}" CROWN STAPLE 1 J" TROT NAIL FASCIA BOARD PARTED S.S. SOFFIT & FASCIA DETAIL 24F-3 & 24F-6 1"xt" CROWN STAPLE FASCIA CAPS REFER TO SOFFIT I FASCIA DETAILANominalI"x2" SYP Bitten Anchored to SOFFITI MAX, 24" F-CNANNEL Rafters with one 7d Ring Shank Nag at every Rafter MASONRY ALC15001 FL12194-R3 Page 11 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. 0 GREEK TI~ctimICAI, SFRVICF-S, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 r" TRIM NAIL FASCIA BOARD PARITEO S.S. r)4, CROWN FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERNt REFER TO CANTILEVERED" 1'x3' CROWN STAPLE 501'FiT STAPLE RAFTER DIAMOND PATTERN DETAIL FASCIA BOARD 1 } TRIM NAIL SOFFIT & FASCIA PAINTED s.S, DETAIL. 24J-1 & 1.'q' CROWN STAPLE 24J-2 FASCIA CAP; REFER FASCITOSOFFITLFASCIA DETAIL / Norntnal 1" X r SYP battens cabbed between rallers and SOFFIT; MAX. 26" 3/81 J-CHANNEL seamed with one (n) 7d deg — shank hall s"lght-nailed thethroughthe raRerMlo the and r WOOD SUBSTRATE of the baNanortwo (2)7d ring slunk nalis Toe -nailed on l either side of the battern at the \\\ battentraller lntersec0on / SOFFIT STAPLE DIAMOND PATTERN ALCI5001 FL12194-R3 Page 12 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes 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. CREEKALummmmco|Lojwc Soffits 0 00 TF-cHmmoAL SERVszEo.LLC Appendix DESIGN WIND Lmxoa The following tables provide design wind loads foroomponents and cladding In accordance with Section 1609.1 of the FBC and ASCE 7-10 underthe following 1' Wind speeds for risk category 1, |L 111, and IV buildings shall be as defined In Section 10O3nfthe FBC. 2. Exposure B, C, and D shall be -as defined In section 1609 of the FBC. 8. with a mean roof height less than mequal toO0-ft. 4. All calculations are based on an effective wind area of 1 0-fe or less, 5. Topographic factors such as escarpmenW or hills have been excluded from the analysis. h. Wind di nU eii factor, Ku=U.O5 7 * Vm is -shown inthe tables below. De sign gmultiplied byV.Ohnaccordancewith Section 1U1O.B.4-of the FBC. U. Projects with mean roof heights greater than 8U4tshall bmevaluated hyolicensed design professional. 8' 'Zones 4and 5shall bndefined asshown 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 40/6ofthe least horizontal dimension nr8- ft. 1cf4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical omvice*LLC of any product changes or CREEK TF-cHN1CAL- SI~RVICES, LLC ALUMINUM COILS, INC Soffits Appendix C gesi n Wind' Fressutes.fbrSoffits ImEx osure,s . ;.- 8uiiding Zone Mean' Roof Hei ht ft w:'Bas1d-Wind S eed' mph), 1;20 1.30 , 140 ;; , , . 1:5,0 160 170 180 190- 200 20 16.9 19.8 22.9 26.3-30.0 33,8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30-0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33,8 37.9 42.2 46.8 4 40 8.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50-8 Enclosed 50 A 9.5 22.9 26.5 30:5 34.7 39.1 43.9 48.9 54.1 60 20.5 -24.0 -27.8 -32..0 -36A -41.1 -46.0 -51.3 56.8 Negative 20 20.8 24.4 28.3 32.5 37.0 417 46.8 52.1 57.8 Loads) 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 1 -37.0 41.7 46.8 52.1 57.8 5 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28-2 -32.8 -37,6 -42-8 -48.3 -54.1 -60,3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 Enclosed 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 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 1 15.4 17.5 20.5 23.3 26.3 29.5 32.9 36:4 Positive 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 Loads) 5 25 10,8 12.7 14.7 16.9 19,2 21.7 24.3 27.1 30.0 30 10:8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18%3 20.8 23.5 26A 29.4 32.5 50 12.5 14.7 17,0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15,4 17.8 20.6 23.3 26.3 29.5 32.9 36.4 ALC15001 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance dhanges throughout the dhration 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 speblfloaily addressed herein. CREEK T&CHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Desl n Wind Pressures foirfSoffits In Ex osure:C t3uildirag Type _ Zone Mean. Roof Hei ht ft Basic Wind_S' eed to h 120 130 140 150 140 17T. 180 1.90 M '.. 20 21.7 45.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 4 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 Enclosed 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Load's) 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 1 54.9 1 -62-0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 1 -52.5 59.7 67.4 1 -75.5 84.2 1 -93.2 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 146 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 4 40 16.0 18.8 21.8 25.1 28.5 32,2 36.1 40.2 44.5 50 16.8 193 22.9 26.3 29-9 33.7 37.8 42.1 46.7 Enclosed 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.Q 26.9 30-3 34.0 37.9 42.0 5 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 1 20.5 1 23.7 1 27.2 31.0 1 35.0 1 39.2 43.7 1 48.4 ALC15001 FL12194-R3 3of4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify. CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLG ALUMINUM COILS, ING Soffits Appendix C Desi n Wind?Pressures for,Soffits.in;Ex osure D. Butldj ' g ' . Type., . Zone Foot Height ft BasicWnd;S eed (mph) 120 . 130 140 150; 160 17.0 180 190 200: 20 26,0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27,0 31.6 36.7 42,1 47.9 54,1 60.6 67.6 74.9 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. 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 Enclosed 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 5 30 34.5 40..4 46.9 53.8 1 61.3 69.2 77.5 1 86.4 95.7 40 36.2 42,5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51A 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69,2 78.1 87.6 97.6 108.1 20 16.7 19.5 22.7 26.0 29.6 33.4 37,5 41.7 46.3 25 17.3 20.3 215 27.0 30.7 34.7 38.9 43,3 - 48:0 30 17.9 21.0 24.3 27.9 31.8 5.9 40.2 44,8 49.7 4 40 18.8 22A 25.6 29.4 33.4 37.8 42.3 472 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 Enclosed 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive 20 16..7 19,5 22.7 26.0 29.6 33A 37.5 41.7 46.3 Loads), L 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43:3 48.0 30 17.9 21.0 24.3 27.9 31.8 35..9 40.2 44.8 49.7 5 40 18.8 22.1 25.6 29.4 33,4 37.8 42.3 47.2 52.2 50 1 19.6 23..0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20,2 23.7 27.5 1 31.6 35,9 40.5 45.4 50.6 56:1 ALG15001 FL12194-R3 4of4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that ate not specifically addressed herein. am CREEK TacHmcAL SFRvicF-s, LLC 3/8" F-Channel 3/8" 318" J-Channel 3/4" -- 1/8" HEM 1 S/8" T7 3/ 4" 3/ 8" ISOMETRIC VIEW 3/ 8" PROFILE ISOMETRIC VIEW 3/ 8" PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 Page 1 of 4 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance ohanges'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. WMIIIIIIIIII 1311111111111 REEK TECHNICAL. SERVICES, LLC Fascia 5 3/4" 7/81, 1/8" HEM 6"FASCIA T' BLANK 1J4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALCI6001 FL12194-R3 Page 2 of 4 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for whioh this report is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addfessed herein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit 25 TYP. 0.125 TYP. 1W* BLARE( 8 PRORIE 2.625 REF. 50 TYP. daaaa aafla aooaaa aaoaa aaa aa Qaa a VflnF I Mh(ER E&MEN 0111 LOWERS FORMED Ri SAME DMEC71r* ALUMINUM COILS, INC Soffits Appendix D ALCI5001 FLI 2194-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 Ti~CHNICAL SERVICES, LLC 12" T4 Soffit 3 118" 7/8" 1 3 118" 7/8" 1 3 1/8" 5/16" 1/2" 1/2" 1/2" 1/2" 1/2" 13.75" BLANK 3/8" PROFILE 2.625 F 25 7YP. 0.125 TP. ALUMINUM COILS, INC Soffits Appendix D o aafla aaa aaaaaa a aoa Y10 aaa aa aaa a - Wulf 10i iVfA FAI7FAN (FIN i. cC11 f'1 LOUVERS FOflMEO IN SAME DU4ECIlON At PiBS) END OF RP -PORT AL0150GI 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 obanges'throughout tha 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. 3/2/2018 Florida Building Code Online Ili Professional Regulation; BCIS Home I Log In i User Registration I Hot Topics j Submit Surcharge Stats & Facts t Publications FBC Staff BCIS Site Map Links I RSearch FI rida Product ApprovalraUSER: Public User erq ,oval Menu > product or Agplication Search > Application List Search Criteria Code Version 2017 FL# 5444 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL bearcn tceswcx h 114akt t.. Ixe Manufaurer VlldaeBY. Status FL5444-1112 CertainTeed Corporation -Roofing John W. Knezevich, PE Approved HistoryCategory: Roofing 954) 772-6224 PRevision Subcategory: AsphaltShinglesEI5444-R13 CertainTeedCorporation -Roofing John W. Knezevich, PE Pending FBC Approval Category: Roofing 954) 772-6224 Subcategory: Asphalt Shingles Approvea Dy utsrtc. AppravdM uy uorm wan uc cY cWc a w .,_ ,.. •.. ..,..-•..-•-....' _'....._-_.__ -- _ , Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. C&pyj_1ght 007-2013 State of Florida :: PriyW tatement :: Aceess&jflSy5.t$Lgment :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. `Pursuant to Section 455.275(i), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an email address if they have one. The emailsprovidedmaybeusedforofficialcommunicationwiththelicensee. However email addresses are public record. If you do not wish to supply a personal address, please providetheDepartmentwithanemailaddresswhichcanbemadeavailabletothepublic. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe https://floridabuilding. org/ pr/pr_appjst.aspx 1 /1 3/2/2018 Florida Building Code Online 1-pr6flessional Regulation, BCIS Home I Log In User Registration 4 Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff h 13CIS Site Map Unks Search i& ( Product Approval USER: Public UserVor Product AWLrgykL_MOSL > Product or plicatign Seargh > &pfication List > Application Detail FL # FL5444-RI2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610) 893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Harner mark.d.harner@saint-gobain.com Technical Representative Mark D. Hamer Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark.D,Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles 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 the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE t?; Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL5444 R1 CO 2017 Q1COI W9MInga,111 Standard Year ASTM D3161 2016 ASTM D3462 2010 ASTM D7158 2011 Sections from the Code https: llflo(jdabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqtahlgO7CSsoycOr128CcpCm5j9JS30sk4S7s[jNdlwNg`/43d`/`3d 112 3/2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option D 09/07/2017 09/12/2017 09/15/2017 12/12/2017 01/24/2018 FL # Model, Number or Name Description 5444.1 CertainTeed Asphalt Roof Shingles 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural asphalt roof shingles Limits of Use Installation Instructions Approved for use In HVHZ: No FL55444_Rl2_U_20177_09_FINAL_ _CERTA NT A P HA1 T SHINGLES_FL5444-R12.;2dApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports FL5444_RI,7AE 2017_N_FINAL ER_CERTAINTEEQ AA PFi LT 5HINGLE FL5444-R12. Created by Independent Third Party: Yes Sack Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employee gggyright 2007-2013 State of Florida.:: Pri___,vcy, Statement :: Accessibility, Statement :: Rgfund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F,S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: e2A®ck MM Credit Card Safe https://floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtahlg07CSsoycOrl28CcpCm5j9JS30sk4S7sljNdlwNg%3d%3d 2/2 EXTERIOR RESEARCH & DESIGN, LLC certIftcate ofAuthorization#9503F)o 353[HRISTIANSTREELUNIT #I] K K0 KU J w| OXFORD, [T0Gu78 K UU~WU K U |'-'^ PHONE: (203) 262-9I45 EVALUATION REPORT Evaluation Report 3532.09.05-1111 20 Moores Road Date of Issuance: 09/7-212005 Scopo Evaluation Report is issued under Rule 51G2O and the applicable rules and regulations governing the use of m^ =,"" mateho| sinthe ateufRo da.Thedummenta onsubmi edhaabcenmwiewedbynvbe Nieminen,P.E.fur use of the constructionproductunder the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5 th Edition (2014) Florida Building Code sections noted herein. DsoCR/ rnow: CertainTeedAsphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FnC1507JJ. 1/R9U52.6.l CONTINUED COMPLIANCE: This Evaluation Repo isvalid 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 qfthis Evaluation ReportbythenamedclientconstlitutesagreementtonotifyRobertNieminen, P.E. if the product changes or the referenced Quality Assurance dncume a nnchanges. ThnityJERD equiresacomplete e Evaluation Reportne|a ve1oupded[odeequiremen witheachCodeCyde. AovoR,nSomENT: The Evaluation Report number preceded by the words "Thnity\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. mspsonow: Upon request, acopy ofthis entire Eva|uadunReportsha||bepmvidedtotheuserbythemanufacturernrits 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. Kx,xieminen, P.E. Florida Registration No. S9166, Florida oC4 ANE1983 The facsimile seal appearing s authortzed by RobertNierninen, P.E. on 12/ 0a/2016. This do. not serve as an electronically signed dZment Signed, sealed hardoopies have been tranmItted to the Pmduct Approval AdminislTat-F and to the named client CEFMFICATION OF INDEPENDENCE: U a a a, m in nvm u»u Bmd n#m d u o, n distributing products it evaluates. m pmdu e|ua z T nnv|cnDu towne ope dorp`n oUedbyany comp anyi ao"|namacompanymanufa#udnaord u- products ' nc r y. nob=wiem\ne p. sdu'npthavenorvwoacqu/n:a naoc/a/me, ..' which the evaluation reports are being Issued. / financial ims `inany other enu mvo|dinthe apP wa{proca ofthe 4. nobe Nie ine p.dorynntha°nor" woacqvn a product. S bwi|}r Nhe,T nnY| EPonor nuhe wie\ne p.an in any wa e ocdnnw'ufRecord for any evaluation. pndectonwhich this Evaluation specifically for that purpose. ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CenainTeed Asphalt Roofing Shingles, as produced byCe ainTeed Cnrpora on, have demonstrated compliance with the following sections of the 5th Edition (2014) Florida Building Code and S~bdidun 2014) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. GnuxuAnos: Section PrIpe Standard Year 1507.2.5,n905z4 Physical Properties ASTM D3462 2009 1507.2.7.1,n905.2a1 Wind Resistance AsTmosza1,Class p 2009 1507.2z1,n905.2-6.1 Wind Resistance Snwo7zs8,Class x zuon 3. REFsnsmcz;: Entily Examination Reference Date UL(TSTz74o' xSTMoa1oz 94NK9632 0E/15/1998 u p rz/u) mnvxou oz esmxzssos 11/23/19e9 uL(TST 1740) AsTmos16z 03ov12702 05/272003 VL(TSTz/4n) xsTMoszs1 03cA12702 06/16/2003 uL(TSTz74o) AsrMoazaz 03Nx29e7 10/03/2003 uL(TSr174o) AsTMos16z 04cA11329 05/24/200* uL(TSTzr4O) xsTMoszs1 04CA32986 12/03/200* uL(cSTz74u) Srmoazsz 05Nx07049 04/15/2005 VL(TSTz74o) vGrMo31s1 05nK16778 05/12/2005 VL(TST 1740' xsnMou1sz uscxlMu 05/12/2005 VL(T174u' AsTMoa1sz usmxz4oss o oos uLpSrz,4 xsTmo3za1 oswxzz ou o z oo5 VL(TSrz74N xsTmo34oz x684 09/21/2005 VL(rSTr/4u) sTmo7z58 05Nx08037 06/18/2806 uL(nSTz74o) AIrmo31az&os46z 09[x28873 07/23/2009 UL(rST 1740) xs7Mos4G2 zocA41303 10/07/2010 uL(nSTz74D' ASTmoazs1 10[A41303 2ozozm UL(r z,4n) sTMo7zs8 noc 4zsUy U/z o n UL(TSJz,4o) aTmo3zaz&oa4sz Jo[A44960 11/11/2010 uLUI(TSTg528) AsTMos161,o3^sz&o7z5o 13cA32897 11/21/,2013 VL LLC(rSTeGzD) xsTMosz6z,o34s2 TFvvZ.R684 04/22/2014 ULUI(rSTy6z8) AsTMo7z5n TsAH.naw 04/22/2014 uLUI(DTyG2D) AsTMo31s18os46z 4786334434 09/16/2014 uLUI(TSTsGzx) AsTmo3zsz&Ds462 4796570826 02/12/2015 UL4z(rST96za) Srmoaz61, D3462&o7158 478e570717 12/16/2015 UL LLc(nST9s28) ASTMo3161 & D3462 4787195678 02/09/I016 VLUI(TSr9628) AsTMos1s1,D34s2&o7zso 4787380355 10/26/2016 uLuz(TSr3Gro) amwDa4Gl 4787380357 10/13/2016 VLuI(TSTgszo) xsTMo7z58 78/380357 11/08/2016 uL LL[(TSr9szn) ASTMoaz6z 4787380357 11/0e/201e UL LLI(QUA y6Z5) Quality Control serwccconflnnatiqn em.o7/03/2u17 Exterior ne a o moeu n mc s uauvxxepu ss3z sus e wom+xmzsm mm ow p'nz a m — Revision 11: 12/08/2016 page zm1z rTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT20=,X" 25,XT14]Oand XT-3O|Rare fiberglass reinforced, ]-tabasphalt roof shingles. 4.2 Ar` adia=, Ve!muntmCarriage House Shao em, Grand Manor Sham em, Landmark', Laudma,k= iK, Landmark' Pro, Landmark' Premium, Landmark' TL,Landmark" Safaris and Landmarl(T"Safaris |nare fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGatel is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake, Presidential Shake' |9, Presidential Shake T[I and Presidential Safaris' are fiberglass reinforced, architectural asphalt roof shingles. 45 Hattems",Highland S| ate=and Highland 5|ate=|nare fiberglass reinfoned,4 abaspho|troofshin es. 4.'6 Patriot' isafiberglass reinfooedasphalt muf hp-shin8|e(with noou nuts)pmvldingalaminated appearance through anintermen shadow itt tcontrasting | inew|thb|enddnopsfprco|urdefinition. 47 Presidena|Auoessur Accessory for Hatteras,Shamg!e Ridge'", Shadow Rid m, Cedar Crest, Cedar Crest1m |P, NorthGate Ridge and NorthGateAccesyory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Anyoftheabove| istedshing|esmaybepr8ducedinA8(a| gaeresistant)versions. 5. Um|Tv«Ioms: 5'I This isa building code am|uabon. Neither Trinity I ERDnor Kobe Nieminen, P.E. an inany woy the Designer nfRecord 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. 5I This Evaluation ' 5.3 Fire Classification is not part of this Evaluation Report, refer to current Approved Roofing Materials Directory for fire ratings ofthis product 5.4 noted as edinecco ancew hFBCTabdes15U7 J'1andR9O5'1tnA r 5,& All shingles »a indicating ir a p b|e rus a||uindo 3161 Cb Fand/o /T 71 D Class H' » caonQthe kxins Ua onequ emen tumeetthbwi»d uptoV,=15Omph /=194mph).Re rtuSe| onu rating. 5'4.2 Presidential Accessory, Accessory for Hatteras, ShangleRidge, Shadow Ridge, Cedar Crest, NorthGateRidBe and NorthGateAccessory hip &dd eshingles have been evaluated inaccordance with /STND3164C|s F. AUexcept No hGateRid geand NorthGateAccessory requi museof8ASFSono|u$dcNP1adbesh/eor Henkel PLm Polyurethane Ruof& Flashing Sealant, applied as specified in manufacturer's application instructions, for mph (/=194mph). t urCandabui|din hei htofGVfeetor|ess. 5.4.3 C|assificadunby/STr D7158applies t» exposure cae umi d for nondi ion outside bese |mit dons Calculations by a qualified design professional are required . Contact the shingle manufacturer for data specific toeach shingle. 5' AnalysisinaccordancewhASTMD7158indico'sthe measured upUftresi ance(K for the Ce aivTeed 43'' asphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidential Sblarls") exceeds the calculated uplift force (FT) ata maximum design wind speed ofVau = 150 mph (V,u = 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 60feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and ertuinTeed minimum requirements, subject to minimum codified fasteningrequirementsestablishedwithinanylocaljurisdiction, 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 C.Rule G1G2O'3. Evaluation Report 3537-09.05-RII Exterior Research and Design, uc mcwow+mnza u xnow p 4*uI» c A"m"m" nmsm Revision 11: Iz/08/216 Page sof 12 F)o J TRINITY I ERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61620-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current publishedinstructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance. with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. 6.4 CT20-, XT— 25, XT-- 301 XT- 30 IR: LOW AND STANDARD SLore ENGLISH 12" 12" 12 305 mm) (305 mm} (305 nnn)-j 1"(25mm) Sealant 1"(25mm) i 5 s(s" (i "mm) 5 r/i Prnraad METRIC _ 131/a" M131/ El( 25mm)i" (25 rrm) ( 6 Figure 113: Ilse journal&far --ryfult shingle STEEP SLOPE Use four nails and six spots of asphalt roofing cement* for every full shingle (Foxe 11-4). Asphalt rogfing cement meeting ASTM D4586 Type U Is suggested. I• floating Ceme t Applyi"(25mm) spots orasphaft roofing cement under each lab corner. Figure 11-4• usefournaal andsix spots ofasphrdf tanrenton steep slops G&,Mopt Excessive nse of roofing cement can cease shhWes to blistet 6.4.1 Hip & Ridge for CT2O- XI— 25 XT- 30 XTT" 301R: Cut Shingles 1' l-— { 2" (5D mm) ernove-,, nm^ 25mIt ice•• i I i72" Cep C ap CP Shingle Shingle Shingle Figure 112i Cuttabs, then hfrn back to make cap shingles Tmgl( sh dimensions sbDo !). Figure 11-25 Ir V4won of caps along the hips and ridges. 6. 4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1T" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, LLC Certificate of Authorization #9503 FBC NON-WHZ EvAWATiON Evaluation Report 3532.09.05-1111 FL5444- RIO Revision 11:12/0812016 Page 4 of 12 6.5 LOW AND STANDARD SLOPE Use SIX nails for eveq fall shingle located as shown belolv. Nallone1, 14Litt25M) 11(25=* QTRINITYIERD STEEP SLOPE Use SIX nails and FOUR spots of asphalt roofing cement for every full shingle asshown udoiv. Appty asphalt roofing cement r(25 mm) from edge of shingle. Asphalt roofing cement meeting umem*ou6 Type ousuggested. o L a*mm*+ m u u*wu«y*a mwnwm"mmmvsteep slopes. Cedar Cedar re"| R 6 1 , shingle. For the starter shingle, place fastener 1 nch Use two (Z) minimum 2%-inch long fasteners per n e fromeachs'deedgeandabout24nchup o omthe starter shingle' s exposed butt edge, ensuring minimum full b through For each fu8Cedar Crest shingle, nchembedmentintnthedec or penetration muB . place fasteners 8- 5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTrND31G1 Class Fpe ormanceuse BASF ^3uno|u ic'NPI"adhesive orHenkel "PLw Po|ypmthaneRoof & Flashing Sea|ant", inaccordance with CertainTeedrequie men tohand-sea| Cedar Crest shin°es Apply NP1urPLadhesive omthe middle ofthe shingle's misedovedayonthe top piece and extending approximately 4-inchalong the sides ufthe head|apalong aline Yto14nchfrom each side ofthe shingle's^head|ap. |mmediate|yaUAnandapp|ythe ovedyingshingle, gendypressingtabsidesintotheadhesive, an ns nails. and install i|s Tusecure the other side, apply a1inchdiameter spot ofNP2or k=^^,-""h=hinn|e|ave. Evamation 09.05-1111 Exterior Research and Design, uc FL5444-RIu Certificate af+"th"riz=tio, xexo FBCmow+wxzs««uanom Revision 11. IZ/08/2016 Page sofzz 6.6 f--- F- q81 (16 Wo Low and Standard Slope 2.12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. 0 Ad&fioW mqs U mqdr.-& C-"\o I TRINITY JERD Steep Slope (greater than 21.12): Use SEVEN nails and EIGHT spots of asphalt roofing cement** for every full Belmont shingle. Apply asphalt roofing cement I' (25mm) from edge of shingle. See below- Asphalt roofing cement meeting ASTM D4586 Type 11 is suggested. 6.6.1 Hip & Ridge for Belmont'"": 6.6.1,1 optionl Refer to instructions herein for Cedar Crest-, Cedar Crest' IR hip and ridge shingles. 6.6.1.2 Option 2 ShangleO Ridge Figure 17-18.- Shangk* Ridge. 18. Exposure Remove tape from the right side and fasten SECOND Fasten the left side 81/8, RIGHT FIRST --/ LEFT Figure 17-19: Installation ofSbx*l Ridge sbingks an hips and ridgez 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastii& NP1'" adhesive or Henkel "130 Polyurethane Roof & Flashing Sealant", in accordance with CertalnTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3332o9.05-RII Certificate ofAuthorkaVOn #9503 FBC NON-HVHZ EVALUATION FL5444-R-10 Revision 11: 12/08/2016 Page 6 of 12 6.7 WRIAGE HOUSE SHANGLE® AND GRAND MANOR SHANGLE®: STEEP SLOPE LOW AND STANDARD SLOPE Use five trails for every full Sbangle. 2255 mm) 8 1tB.. 5B" (mm) 16 min) Figure J74 U.refur nai&foreoeryfidl GmndAlanorSbaugle, Carriage llouse Sbangle, or Cenlennbrl Slate t TRINITY I ERD Use seven nails and three spots of asphalt roofing cement for every full Grand manor Shangle. Use five nags and three spots of asphalt roofing cement for every full Carriage douse Shangle and Ceriteanial Slate. Apply asphah roofing cement V (25 mm) from edge of shingle Figs r i 17-3). Asphalt roofing cement meeting ASLY 04596 lype Lt is suggested. I Figure 175. Who installing Grand Afanor Sbangleg on steep slopes, use sercn nails and ibree spots ofaspbait roofing CemeuL 6.7.1 Hip & Ridge for Carriage House Shangle" and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles 6.8 LANDMARK-, LANDMARKTm IR, LANDMARK" PRO, L.ANDMARKT"" PREMIUM, LANDMARK- TL, LANDMARI( SOLARISi LANDMARKT" SOLAMS IR, NORTHGATE: LANDMARK n LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4" 12" 305 min 375 mm( 25umm) m 1" (25 min) Release Tape* 1 t/2" NallableT Area NorthGate: ttilae Nutote 12" AREA +- (305 mm) 14 T9 375 tnm) — Naiitul timim Appsrnaite Lowern&1im Figure 13-4: UsefournaiiSforererpfuffsbbrgle 12" In$ min) r (75 NaIng anin forIM andS*dard *pe$ (fram2:12to 21-12) Nal between upper & low k- as Shown shove. Evaluation Report 3532.09.05-R11 Exterior Research and Design, LLC. HVK2 EVALUAT1oN FL5444-RID Certificate afAutharization #9FBC RIRN- 503Revision 11:12/09/2016 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 ASTM D4586 Type 1I. Apply I" spots of asphalt roofing cement unde each corner and at about 12" to 13" in from each edge. METRI( DIMENSIONS I-,- 12 •-143/4"- 12„ 305 mm) (375 mm) (305 mm) i r i"25mm) •' 1"(25 n Release Tape 1 Rnofin0 Cement GTi+pp 194 LANDMARK TL 131/2" 343 mm) 13" 330 mm) 131/2'=-- 343 mm) 1"(25 mm) 1 "(25 mm)- 25mm) ---- (25mm) Ro ng Cematrt r Figure133: UsasixrW4ax4fourspatsof 1 aspbalt.rooJingcament- steep slopes. 25 mn; NorthGate: 14 214" 12" Nail'mg areas for steep slopes {greater than 21:12) and "StorrtrNal(tng" Nall between lower 2 nal lines as shown above. 6.8.1 Hip & Ridge for Landmark-, Landmark''' IR Landmark"" Pro Landmark' Premium LandmarkTM TL Landmark'"" Solaris LandmarkTM Solads IR NorthGate: 6.8.1.1 Option 1: Shadow Ridge' or NothGate Accessory 9?!8° 12` (250mm) 305mm) 415/16' 4i5/iG 6" a--(125mm125mm} 150mm) (i50mm} 1 Centering f2 i5mm) Notches for Alignment to the Top Edge of the PnMom T Cap for5'(125mm)F osuro(1 } Eng(fsh Dimension Shadow Ridge'n' t Notch for Centering 131/4' 337mrn) NNotohesforAlignment to 751W the Top Edge of the Previous 90mi m} Capfor557r(f41mm}ixposum Metric Dimension Shadow Ridge' ExEvaluation Report 3532.09.05-R11 Exterior Research and Design, LLC FBC NON-HVH2 EVALUATION FL5444- R10 Certricate of Authorization #9503 Revision 11. 12/08/2016 Page 8 of 12 r o t I RINITYIERD 9 27M 2a0 MM) B1 t6' ft tam) 13 1l8" 333 mm}-- Cer,LIri NatLh 5/(6 6/8' 168 MM) 166 mm 931t4' C:e Wng rnR) Aligntfrm 13 t!4 Notch A rarl*t0tDP 75(8' (337mm) edgaof (194inn) Aiignthese 75/8' pR'/i0U5 pUrS notches to top (t g4 mm) edge of I previous course. . NorthGate Ridge NorthGate Accessory 05mu') 3 Laying Notch I I EW osurs f // \ \\" \ -- Figure 13-2o.• use /ayfngnokbes to center$bin& on hies and ncd %, and to hcate the correct exposure 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic' NP1T"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Referto instructions herein for Cedar Crestl", Cedar Crest- IR hip and ridge shingles. Evaluation Report 3532.09.05-R11 Exterior Research and Design, I.I.C. FBC NON-HVHZ EVALUATION FL5444-R10 Cert#lcate ofAuthorization #9503 Revision 11.1Z/08/2016 Page 9 of 12 6.9 PRESIDENTIAL SHAKET"", PRESIDENTIAL SHAKE TM IR, PRESIDENTIAL SHAKE TLTM, PRESIDENTIALSOLARIST": LOW AND STANDARD SLOPE: For low and standard slopes, use five nails for each full Presidential shingle as shown below. Nailing 1 -----^ 40" Guide tines (1016 mm) 51/4' 133 mm) . 14114" 11lZ' 33 vent) () NOTE: Apply nails on painted guideline. Figure 16-6.• and fresidwfial TL Shake shingles on low and strmdard-slopes STEEP SLOPE: For steep slopes, use nine nails for each fall Presidential shingle and apply t' diameter spots of asphalt roofing cement under each shngle tab. After applying 5 nails in between the nailing guide lines, apply 4 nails 1" above lab cutouts malting certain as of overlying shingle cover nails i 1' diameter asphalt roofing cement Figure 16-7.• FastwingFresidenital and Praidential T/L Shake shingles on star slopes. 6.9.1 Hip & Ridge for Presidential Shake' Presidential Shaker IR Presidential Shake TLTM Presidential Solarisl: 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidenual accessory shingles can be used for covering hips and ridges. Apply shingles up to fhe rldge (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, ORproduces 97/s" x 131%4" accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1T" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Optionion 2: Refer to instructions herein for Cedar Crest', Cedar Crest " IR hip and ridge shingles. 6.10 1 HATTERAST": Lo% STANDARD AND STEEP SLOPE: figure1531Fad Ingoanemssbiugloroa Lor end Slmrdard Soper For law and standard slopes, tue five ends far each U Hatteras shingle as sbmm above. i25 P vur 154 fresluuug naug=ThluOns as Sterp Slopes For steep slopes, tac f m nails and civil spots of asphalt moling cemem for cad kdi Fiaaeras shingle as skown abort Apply I' 25mm) diameter spou of mofiag cement (ASrM O 45861)pc n segued) under each tab canter. Press shingle into placg do no( UP= cemeaL CAUrION: Tao muck roofing cement cm cause shingles to blister. Evaluation Report 3532.09.0S-1111 Exterior Research and Design, LLG FL5444-R10 Cerf6ficate afAuthorization #9503 • FBC NON-HVHZ E-VALUATIQN Revision 11:12/08/2016 Rage 10 of 12 6.10.1 Hip & Ridge for Hatteras'": 6.10.1.1 Option 1: Accessory for Hatteras 2 Figure 15-11• 18 tbrMPW6 units separate to make 54 -Hatteras A ixesso ry sbingle& 6.10.1.2 Option 22: Cut Hatteras Shingles 230 min) I I I I I Gap Gap Gap P Shingle Shingle Shingle Shingle FItig 8" 18° (460 mm) IzSA2 460 mm) *' \ 4 2 amm Figure 15-20.cut Hatteras sbingles to make cow' cap. Figure 15 21.• Installation of caps along btps and ridges 6. 10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NPI"' adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6. 11 HIGHLAND SLATET", HIGHLAND SLATE"" IR: LOW AND STANDARD SLOPE STEEP SLOPE: Use FM nails and EIGHT spots of asphalt rooling cement" for each. full Highland State shiggte. Far IrSiaaml Dade St% Waits are regDired Apply l* diameter spots of asphaitrooHag cement under each tab t^ - comer ATbaltroobecementmeedugAST%D4586VPIlismMested. Mwii- Dads mains SD: node(hronads ln" edowcerbr C& tdeasb m} FigureLr- 3 USOFMY$4flafareueryHigblmrdgates&ngla dGamFDada rag UM StXnads( aamb GsMded owraxdu cnwtos Yww} Flpm 11:SA Me 99 nails and dgfrlspok ofaspbaft rvojingcemrmt under eacb tab corner. CAUTION: Excessive use of roobg cement can cause shingles to blister. 6. 11.1 Hip & Ridae for Highland Slate-', Highland Slate"' IR_: Refer to instructions herein for Cedar Crest, Cedar Crest"' IR or Shangle Rldge- hip and ridge shingles. Evaluation Report 3532.09.05-1111 Exterior Research and Design, LLC. FL5444-R10 cert{' ficate ofAuthorization R9503 FBC NON-HVHZ EVALUATION Revision 11: 12/08/2016 Page 11 of 12 6.12 LOW AND STANDARD SLOPE Use FOUR nails for every full shingle located as shown below. sealznt 61 " rt'(Z5mml '_ (jSran}M 155mm) t I^ l tt 11 V l RINIIYIERD STEEP SLOPE Use POUR nails and four spots of asphalt roofing cement for every full shingle as showvn below. Asphalt roofing cement meeting ASTbI D4586 Type 11 is suggested. Apply 1 `(25 turn) spots of asphalt roofing cement as shown. CAUTION: Excessive use of roofing cement can cause shingles to blister h — Routing Cement 6.12.1 Hip & Ric!g for Patriot": Refer to instructions herein for Cedar Crest''', Cedar CrestT" IR, Shadow RidgeT", 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. 13UILDING 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 OA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R11 FBC NON-HVH2 EVALUATION FL5444-R10 Cert{f'icate of Authorization #9503 Revision 11.17/08/2016 Page 12 of 12 3/2/2018 Florida Building Code Online Business & Professional • it BCIS Home I Login User Registration ( Hot Topics I Submit Surcharge ( Stats & Facts Publications I FBC Staff I} &CIS Site Map I Links ( Search FI rid y Product Approval I: USER: Public Userd" : xw, r^_cc tvn product A j¢yyA Menu > Product or 5SArCh > Application List Search Criteria Code Version 2017 FL# 15216 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL FL# lyp& Manufacturer Valuated By, Status EL15216-R3 Revision InterWrap, Inc. John W. Knezevich, PE Approved HOLY Category: Roofing 954) 772-6224 Subcategory: Underlayments APProveu uy uorn. NPPiuva uy uurm ouau u G.=.._.. .... .., ...., . __ -. -.._ __.....__...__ ...._.. _... , _ ont U :: 26 Blair Stgne Road Tallahassee FL 32329 Phg02: 850-487-1824 The State of Florida is an AA/EEO employer. :ffyri h[ 2007-201.[ate of Florida :: Prly cy 5tggajgnt :: Ac es i i ity Statement :: Rgfund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 8S0.487.1395. 'Pursuant to Section455.275(i), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, FS. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 45S, F.S., please click hgrot,. Product Approval Accepts: 9 MW Credit Card Safe https://floridabuilding.org/pr/pr_appjst.aspx 1/1 3/2/2018 Florida Building Code Online F Professional Regulation r= mr BCIS Home Log In I User lleg _Z;tration j Hot Topics I Submit Surcharge Stats & Facts I Publications I FBC Staff BCIS Site Map I Links I search dFlorida r Product Approval0USER: Public User Product A roval Menu> Produ$3orAW&Wj9a§_qAr_1ft ARWKo9w_U9 >Application Detail FL # FL15216-R3 Nc gug Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 5S1) 574-2939 mtupas@interwrap.com Authorized Signature Eduardo Lozano elozano@interwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 778) 945-2891 elozano@interwrap.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer t " Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 09/30/2019 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL1521 _R3_M_2017-01—COI Uj9MLn&_nN_f Standpird Year ASTM D1970 (tear) 2015 ASTM D226 (physicals) 2009 https://floridabuilding.org/pr/prl_appjtl.aspx?param=wGEVXQwtDqv3yVVKJZ1 QRAdhy12u8kQGnf9ayHyTiLG8tW0uK8nwXA%3d%3d 1/2 3/2/2018 Florida Building Code Online Product Approval Method Method I Option D Date Submitted 10/10/2017 Date Validated 10/11/2017 Date Pending FBC Approval 10/15/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 15216A RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant: N/A Design Pressure: N/A Other: See ER Section 5 for Limits of Use. Installation Instructions fL1aW_R3_U_ZQj7_j0 UNAL_ER_INTERWRAP RHINORgOF FL15216- R3. p-Lf Verified By: Robert Nieminen PE-59166 Created by independent Third Party: Yes Evaluation Reports FL1521 _R3_A_E_2017_L0_E1N_6L ER LNIEBWRAP_R!j ROO171_15216- R3. 0f Created by Independent Third Party: Yes F----,-, l EE Contact U§ :: _2,601_§La_ir Stone Road, Tallahassee FL 32399, Phone; 859-19Z;J 24 The State of Florida is an AA/EEO employer. ap51glq yLight2007-201 =5tgtg 9f Florida.::Florida. :: er_iyacyStat ement :: Accessibility Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455. 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a persona( address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts; M 0 Fod 99 E Credit Card Safe https:// floridabuilding.org/pr/pr_appjtl.aspx?param=wGEVXQwtDqv3yVVKJZ1 QRAdhy12u8kQGnf9ayHyTiLG8tWOuK8nwXA%3d%3d 2/2 jTRINITY EVALUATION REPORT ntemvnap,|nc' 32923Mission Way Mission, 8CVZV-6E4 Canada EXTERIOR RESEARCH & DESIGN'LLC. Certificate of Authorization w9503 asscxxsnAmSTREET, UNIT #za Y F OXFORD, cTosovu PHONE: (zoa) zv2-s24a Evaluation Report R-15216- K Date ofissuance: U2dJ/2012 RexidonZ:U4/27/ 2O15 SCOPE: This c"" u Repo b edu G1 and e and o v eu co»sznu'/`m eh o|sinthe3tat nf oh6a.The documentation su6m eJhas been revexveJbyRobe Niem|nen' nfthepno6uctun--the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have . r u» «"=een evaluated for compliance with the Sm Edition (2014) Florida Building Code sections noted herein. DsuCRIPfIom: RNnoRoofUnderleyments LAasuwo: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. This Evaluation Report until such dme as the named product(s) changes' referenced m ' ' «i of Co6ethatre| atetotbeproductchanDe Acceptance of Owa|dYAasurance6ocumenta oncha»es'urpr sons e b N| p E' if the product t6| Evaluation Report by the named client constitutes agreement to notify Robert emnen, . . s | treviewnfthis documentation Thn\EROrequireacompeechan0esurtheeferencedOwa|ityAssurance ocume . complete Evaluation Report relative to updated Code requirements with each Code Cycle. The Evaluation Report number preceded by words "TdnityIERD Evaluated" may be displayed in Aovsm sxxsmr e displayed, then|txha|| bedoneinitsen mtY advertising literature. |fanyporbonoftheEva|uadonReport is sp|aye , . INSPEcriON: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or i1sJistrib~oandshoUbeovai|a6|eforinspecdunatthe]o6siteatthenequestoftheBui| dipgOffida(. This Evaluation Report consists of pages 1through 3. prepared by: Robert J'&n,Nieminmn, P.E. Florida Registration No. Sg166,Florida oCnxxa1suy PT- on D4127IM15. This does not same as an electronically signed document signed, sealed hardcoples have been trammitted to the Product Approval Administrator and to the named client oRnFlCA'nmOFINDEPENDENCE: in nd e p q a d e ma m m u h m|o n n -- _' distfibobnoprod«cts itevaluates. dcontrolledby nymmpanymanufa ho o,d bv»mPr» duc a|«ates' z. Thnhv|s8oisnot ow»e ope t » rvw||u)n`ma nanda|)nte,e inunypo panyn`an uhngmdib«m:pnoduc f»' a. Robe Niemine P.s.does not have nor acquire, which the evaluation reports are being Issued. # d | i inanyothe,en yi o\vcdintheapprova|pnocevsofthe 4. Robert Ni m\n P.[duesncthovc'norv|| acquin a non n ne s p d thv||d\n000deem|ua un N| thcrTnn y|sRono,Rpbe N/eminen P.E.an|nany va the Designer ofRecn for iany veoons he,e tis vsusedforpennu naordes/onauidanceon/ess,aneopnc#on~h|th\ssva}ua onxepmtorp previous / specifically for that purpose. TRINITYIERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment roduced by Interwrap, Inc., has demonstrated compliance with theComplianceStatement: RhinoRoof Underlayments, as pintentoffollowingsectionsoftheFloridaBuildingCodethrough testing in accordance with applicable sections of the followingStandards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2, STANDARDS: Section Properties Standard Year 1507.23,1507.53, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3,1507.9.3, 1507.95 on Heating 2005 1507.2.3, 1507.53, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 1507.g3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination Reference 100539395COQ-006 Date 10/27/2011 ITS (TSf1509) ITS (TSr1509) Physical Properties Physical Properties 100539395COQ-002 10/27/2011 ITS(TSr1509) Physical Properties 100539395COQ-006 03/14/2014 11/17/2014 ITS (QUA1673) Quality Control Inspection Report 4. PRODUCT DESCRIPTION: RhinoRoof U20 is a multilayered polymer woven coated synthetic roof Underlayment intended as an alternate to ASTM4.1 D226, Type I or Type it felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AH1 for approval based on this evaluation combined with supporting data for the prepared roof covering. S.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF COVER OPTIONS Asphalt Wood Shakes Slate or ShinglesUnderlayment Nail -On Tile Foam -On Tile Metal & 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 therequirementsforASTMD226, Type I or 11 or D4869, Type 11 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Evaluation Report 140510 Exterior Research and Design, U.C.I SZ12-R2 FL1516-R2 Certificate of Authorization #9503 Revision 2: 04/27/2015 Page 2 of 3 TTRRINITYIERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhinoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-Inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single Laver-, Roof Slope > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Inter wrap, Inc. recommendations for alternate lap configurations and/orthe 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 CIA 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 - Evaluation Report 140510.02.12-RZ Exterior Research and Design, LLC FL15216-RZ Certffrcate of Authorization #9503 Revision Z. 04/Z7/2015 Page 3 of 3 Florida Building Code Online Page 1 of 2 pLb1H0A,OQVAR'rMBM Of _. _ - • 2 Business & Prafessiona(_RegU'*19 ant. N pgrx et a>rvc refs r , ..a Ina r orida Product Approvalr(0 USER: Public User P prnyu'r Aooroval Menu > Product or Aooticallon Search > A221iS1,idSt > Application Detail FL16568- RI FL # Application Type Revision 2014 Code Version Approved ApprApplication Status Comments Archived Product Manufacturer MILLENNIUM METALS INC. Address/ Phone/Email 1333 HAINES STREET EXP JACKSONVILLE, FL 32202 877) 358-7663 tmccogan@aol. com Authorized Signature James Buckner jimmy@cbuckinc. net Technical Representative Tonya Steele Address/ Phone/Email 10200 Eastport Road Jacksonville, FL 32218 904) 358-8366 tonyac@mM12000. net Quality Assurance Representative Address/ Phone/Email Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 2 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed James L Buckner, P.E. @ CBUCK, Inc. the Evaluation Report PE- 31242 Florida License Keystone Certifications, Inc Quality Assurance Entity Quality Assurance Contract Expiration Date 09/22/2026 Validated By Steven M. Urich, PE 0 Validation Checklist - Hardcopy Received Certificate of Independence F 1656S R+ COI CertQfindeo odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 Florida Building Code Online Page 2 of 2 Product Approval Method Method 2 option B l 03/02/2015 ' Date Submitted 03/02/2015 Date Validated Q3/05/2015 Date Pending FBC Approval O4/I5/2015 Date Approved sack Contza Us:: ? 01 61air Stan Road TailahaR FL 32399 an ' °50-487-1624 employer COI i t 24n nz 2 ct-.,t,. of Florida.:: Prbac, + 1Cflt :: a-ibtltNtem nt :: Rnfvnd crarrt The State of Florida is an AA/EEO do not send Under Florida taw, ernan addresses are pubik'remnis. If You do not wart Your a -mail address rejeased in respotsse to a publicrcaards rertuestelectronicmailtothisWith'. Instead, contact the office by phone or by Ila[tionSe4 under Chaplet' 455,man. if you have aF.S. MnyustProvidetheDens, please pa Btment with an email address If Section 455.275(l), Flottda Statutes, effective October 1, 2012, are o not wish tD they have one. The emallS pprrevidrov aDepartmentusedram amafi address h theich can be . Howeverever ernaftoathe ppuubiic To determinelic tf You area Licensee under soppy a personal address, DChapter 455, FS., please dick tl=L- Producctqt Approvalppval A Ism 001 rcuriu mi I lu« M F-= 10200 Eastport Road Jacksonville, Fl 32218 877-358-7663 Off Ridge Vent Installation (with or without detachable baffle) A. Preparation sary to determine how many and what type of vents will beToprepareroofforinstallationitwillbeneces needed for the project Off Ridge Ventilation should be installed as evenly as possible across the roof section. The roof vent should beinstalledaminimumof6" off the peak of the ridge. Cut out sizes are located below in Table 1-1. LYIPORTANT NOTE: AO NOT CUT INTO RAFTERS OR TRUSSES. When installing vents on au'exist g 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 orshingles. The cement should also be installed on the vent completely cover back and side flanges. The cementshouldbe1/" thick and should extend 2" onto the underlayment The lower portion of the vent should alreadyhaveshinglesinstalleduptothecutopening. The lower portion of the vent should sit on the roof cementShinglesshouldbeinstalledonthebackandsideflangesoftheventAllnailareasshouldbecoveredwith cement B. Opening & Positioning The cut opening should be positioned a minimum of 10" from the back flange. This allows a minimumclearanceof2-1/2" from the roof to the top of the vent The vent should be centered horizontally over the opening. Off Ridge Vent Installation Chart Length Net Free Area (so inl Cut Out Size 41 115 46" x 2-1/2" 6' 175 70" x 2-1/2" 8> 235 ' 94" x 2-1/2" Table 1-I 10, 295 118" x 2-V2" C. Fastening of the Off Ridge Vent of roof vent Carp, if using detachable baffle, attach the baffle by sliding it onto the lower flangeCareshouldbetakentoseeitisflushwithfrontflangeofventSecureas 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 beAST!? FI667 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) A.Z50 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 * Alumbuan k out ova &ble Ipb& detecWk baffle duo to F7arida Prodred Approval Page 1 CBUCK Engineering x r -ructurc5l &nginCBUCKelerinq Inc. Certificate of Authorization #8064 a, W r=t Evaluation Report fMMI- 2B-" off Ridge Vent with Detachable Baffle Ridge Vent Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877). 358-7663 - for Florida Product Approval FL 16568.2 R1 Florida Building Code 5th Edition (2014) Per Rule 61G20-3 Method: 2 - B Category: Roofing that are an Integral Sub - Category: Roofing Accessories Part of the Roof System Product: Material: Support: MMl- 2B" off Ridge Vent with Detachable Baffle Steel or Aluminum Wood Deck Prepared by: James L. Buckner, P.E., SECS Florida Professional Engineer# 31242 Florida Evaluation ANE ID: 1916 . Project Manager: Youry Demosthenes Report No. 15-104-MMl-2B-ORV-ER-14 Date: 2 / 26 / 15 Contents: Evaluation Report Pages 1-7 CBUCK, Inc. i ttoq m- riffian Ddve, Suite 4, West Palm Beach, FIDOda . 3340 No 1242 LU 0- STATE'DF Ile 2015, 03.02 10:57:51 -05'00' FL FL16SGK1n1 Date 2/26/15 w*oxv n_1* Kepo q C:BUCK.r=*nqInL=edn(Q Page; of 7! y U umMe Manufacturer: MMi B"off d Ve De chab|eBa e Product Name: Product Category: Roofing product sub -Category Roofing Accessories that are anintegral part of the ng System Method: State Product 61B20- OS) Compliance, y yW\-ZB"off 0dgeVent vv hDetachable 8a|e | aohedto Product/System 5tea| or Aluminum off ridge vent for shingle roofs mechonica|y o Description:. plywood Deck. product Assembly .as Refer to Page 4 of this report for product assembly componentscomponents/materials///uuEvaluated: 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 or this evaluation.) Description: l5/ 32(min.\or greater plywood, or Wood plank `min. ~r--~cgravity ofO.42 FL#: FL165%1e1 Date 2/26/15 Report No,: —`_ 14. N CBUCK Inc. 'Certificate of Authorization #8064 I dtud monstna compUancev/hthe Performance Standards: The fu|wingtes prutocobweneper xmeUsederec ca||yinthe code. . intentofthecodeosthispnoductbnotaoo »p d// increased TAS- 1UOk0-g5 ' N d and kV d Driven Rain Res brnce on intermittent ° dCoContinuousofIo/ Vent d n on n "'`"...^^~.- VV d eedBes once-'--^' Ventilation System installed at the Ridge Area. Code Compliance: The product described herein has demonstrated compliance with Florida Building lCode5thEdition (2014), Section uod mdbn e mc|requirements of Evaluation Report Thbpmduda- ,/uu"^` scope: the Florida Building [ ode, as related to the scope section Approval Ru|e61G2O' 001- Limitations and °tains technical Scope of "LimitationsandConditionsofUse" for this e, Conditions of Use: Thisc"="a""'' report"Optionald in Uat n method) wA<cn include Limitations specifications and rt| na ondancevv h th throughout report "Uma onsand Cond ionsofUse nouQ '`'''~---- Ru|eG1G2D-3'[ 05' Per Ru\e'61G2O-.D04,the Florida Building Commission is d 'optional Itotewide& pprovar' thea ohty oeppruveprodu un under Umitations andConditions of Use' option for apRlicationoutsideanalysisfor "project specific 61d20-3.005\ 1/\e/ allows engineering —accordance with the approval by the local authoritiesh n ur dicdon m auoo dM]oa onnf etbodsandma aha|sauthohzedlntheCode".Anymo alternate m reportdapproved by Florida Building theproductas eva|us ed\nthi rep» an d will be ha Commission is outside the scope of this evaluation an responsibility ofothers. This product has been evaluated toamaAunoheyghtof33fest ^ This product shall not be installed on roof slopes less than 2.12. ° Refer toapplicable building code for ventilation requirements. tsidetheopeofth}sreporsot Des)nofsuppo sysemisofRule61G2O-5 and is therefore not FireClassificationisoutside the scope , included inthisevaluation. ° This nepur doesnotevn|uatethe use of use ei»the High Velocity Hurricane Zonecode section. ( Dade &GrovardCounties) m o e products inCmal y/ surance: The manufacturer has demonstratedcw»p"a"~^ Rule 61'2O- O5 8) for accordance with the Florida Building Code oo ~ ---- quality under quality assurance program audited by an approved assurance entity through Keystone Cedifioadons,Organizationino. ( F8COrganization#: CNA FL#: FL 16568.1R1 Data, 2/26/15 Report No.: Is-j04-MM-2B-0RV-E.R-,14 MM Off Nd Ve De chat e Components/Materials Ridge Vent: Material TypeSteelbyK8anufadurer Thickness: 2Ggauge (min') Yield Szne»gu'' 4Oks!min. cewbhFBCSecdon1SO7 3 Corrosion Resistance: |ncomp|mn VSTNA79Zcoated, or ASTM AG53G9Ogalvanized steel Material Type Aluminum min Thickness: O. O2S"(min.) 1U5-HI4 Alloy Type: Uancev«hFBC8echon15U7/k3: Resistance:Connsion\noompA5Ty4BZO9NominalDimensions: Width: Base Fastener Purpose Type:, Size : corrosion Resistance: Attaches Ridge Vent Base Flange toDeck Annular Ring Shank Roofing Nails 11gauge xl-l/ 2" Per F8CSection 15O6.5 Per A3TMF1G67 ' Alternate Fastene," ch R eVent F ngeto Purpose: Hex -Head Wood Screw Type: V(ndn 1O l-4'-"( min.) ) nd15O7ce' PerFBCSecdon15OG a Co osonesn . Standard: Per ANSLAASW1EB1O.G.4 Roof Cement: Asbestos -free as. a oh hbasedroofoement*/ SBS rubber Type: kr n um Aonicadon5 e - | U d ST DS4O9 Per/ T D3O19T pe an FL#:- FL 16568.1RI 2/2G/I5 RV oR_1* N CBUCK, Inc. Certij7cate of Authonzation 78064 Installation Method: installation:(Refer todrawings onPages 67ofthis report.) Prepare deck opening bytrimming any shingles & nails that may interfere with ridge vent installation. Tnaridge vent. AApplyroof cem t10 theunderside, back and side flanges of AnstaU Cement should be o 1/4"thick and extend Z. onto nncnuou '... . dure/sinstallation gu\deUnes.) cement incompliance with manufa Positionventflan8ebenehloosenedshinglesandalign with deck opening. and secure with nails or screws spaced Slide baffle onto \ovverroof vent flange4^o,u , A1 uhvent top and side flanges todeckw hnuUsorscrewsspaced4^o.o,anu 1-1/2.from each end. Minimum fastener penetration thmbottom ofsupport, 3/ 16". Uthe ~MK8 Off eVent w D a aLleBaffle" a emNy o m. mce with the installation method listed in this report and applicable code sections of FBC hEdi on(2O The|ns1aUabonm boddusc bedhereln|s| nucmonzancew/u` facture sinstaUa on\nstruczmns report ...^.._- asasupplemental guide for attachment. Data:1- T/1OOU\ 85Te T[|D.1527 Referenced nd \nc(F CO anoanon ,___) Architectural |e m8 . Report Date: O/29/13 Re#-V*u 5u=+ 2. Quality Assurance neCe ca cns|n(lUA\D: IOZ4) Nl a Uoensee#425 Millennium 3 Ce c tonof| odependence 8UCKEn neehn ByJamesL8udme P. FL #: FL 16568.1 R1 Date: 2/26/15. Report No,: 15-104-MM72B-O.R . V- . ER-14 ering Page 6 of 7' C:BUL.r-.. &ngineN - E:n(;jine*-=rinQ Inc. Certificate of Authorization #8064 PpeK--1C!)fi1J 5trUC:tUrC5' Installation Method Millennium Metals, Inc. IMMI-2B" Off Ridge Vent with Detachable Baffle Attached to Wood Deck 4 Profile Drawings 5-1/2' 1 , MM-27 Steel Off Ridge 12" 18-114" 3- Side View (Not To Scale) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 rnir-L Wood Scre%s Typical.Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood ScireWs Shank Roofing ail Detachable Baffle - Two piece system thattiat slides P"ood Deck into lower fiange of vent and secured v& fasteners Lower Slope Front) spaced 4" o.c. J) Higher Slope Back) Typical Side View (Not To Scale) FL#: FL 16568.1 RI Date: 2/26/15 Re 104-MM-2B-ORV-ER 14portNo.: 15 7of 7CBU'Lr,... Enginemerinci Page CBUCK, Inc. Certiftate of Authorization #8064 ciStructuralE=nglr*,-,-rIn 5p` r installation Method Millennium Metals, Inc. UMMI-213" Off Ridge Vent with Detachable Baffle Attached to Woo . d Deck 1 1/2"o.c. 4'a.c. 11/2" 4!1 ac, Typical, Maximum TvrTypical F— l F-r(lTypicalFastener(s) ti Gauge Ping Shank Roofing Nail p_ n,... Base Flange OR 10 min. Wood Screws Top Plan View (Not To Scale) Typical Fastening Pattern) Nominal Length$ 4 FL 6 FL 8 FL '. Z F1 07FL I Deiachable Baffle That sides into cower 6; flange of vent and secured with fasteners spaced 4'o.c. Typical Fastener(s) 11 Gauge Ring Shank Roofing Nall OR 1 o rrjrL Wood Screws Typical Ridge Vent Assembly Isometric View (Not To Scale) M FE, 10200 Eastport Road. Jacksonville, FI 32218 877-358-7663 Off Ridge Vent Installation (with or without detachable baffle) A Preparation determine how many and what type of vents will beToprepareroofforinstallationitwillbenecessaryto needed for the project off Ridge Ventilation should be installed as evenly as possible across the roof section- The roof vent should beinstalledaminimum. of 6" off the peak of the ridge. Cut out sizes are located below in Table 1-1. IMPORTANT NOTE: DO NOT CUT INTO RAFTERS OR TRUSSES. When installing vents on an existing shingle roof remove shingles from the sides and top of the openingRemoveanyhallsthatinterferewithinstallingtheventThistypicallyincludesnailsthataretobe3" within thebodyoftheventShinglesandexistingnailsshouldremainonthebottomslopeuptothecutOpening' Roof cement is necessary around the perimeter of the underside of the vent to seal it to the underlayment orshingles. The cement should also be installed on the vent completely cover back and side flanges. The cement should be I/" thick and should extend 2" onto the and rlYmlower the vvent should ae roof lreadyhave shingles installed up to the cut opening portion of vent should sit ent Shingles should be insWkd on the back and side flanges of the vent All nail areas should be covered with cement B. Opening & Positioning e This allows a minimum The cut opening should be positioned a minimmn of 10" from the back flang • ovPs the clearance of2-V2" from the roof to the top of the vent The vent should be centered horizontally opening. Off Ridge Vent Installation Chant Len Net Free Area ( m Cat size 4> 115 46" x 2-1/2" 6' 175 70" x 2-1/2" 81 235 ' 94" x 2-1/2" 10' 295 118" x 2-1/2" Tak1e I 1 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 shouldbetakentoseeitisBushwithfrontflangeofvent. Secure as indicated on drawing. shank nail 4" on 2) Fasten the top, side, and lower flange with a muriznum of 1-1(2" e and 1 1/2" from the center. Thenailshouldbe1-1/2 inches from the edge of the hang corners of the vent Nafl must be ASTM'F7667 comp&ant in accordance with Florida BuiV=g Code Section 15- Millennium Metals manufachrres off ridge vents in the following gauges of steel &aluminum Alumin= available with detachable baffle only), which meets the requirements of the 2010 Florida Building Code ( chapter 15). 26 gauge (. 0179 min) AL50 Acrylic Coated Galvahune Steel 26 gauge (. 0179 min) ASTM A-653 Steel u-90 Commercial Steel Type B 26 gim. O179 min ASTM A 755 Ptd Steel Commercial Steel Type B Ptd Aluminim GM min ASTM 8-209 k ALlamieaaass m4 avaIIable vWt deead+abbe baffle doe xv 170bb: Pm&'dAppravaL Page 1 3/2/2018 Florida Building Code Online At Professionals Regulation BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats & Facts I Publications I FBC Staff BCIS Site Map I Links Search Fbrida Product ApprovalrOUSER: Public User g`cxr.:;rn`kciain product gg rQovalMenu > ('rodu ar A Jjcation $earth > Application List Search Criteria Code Version 2017 FL# 17867 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL aearcrr KCSUIL? r+ 11 auvna EL#Iypg Manufacturer Yali StatS FL17§67-RI Revision Lott's Concrete Products Category: Structural Components Thuy H Huynh 813) 645-0166 Approved History Subcategory: Products Introduced as a Result of New Technology KPProvcu uy u.". nppi wu,a ..r Contact U :: 7¢9l BI$tone Road, TWiaha ;ee FL 323 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cggyrhhnt< QQ7-201 of Florida.:: Priva [atemenC :: AccessiiliLy a mein fu :: RendStatement Linder Florida law, email addresses are public records. If you do not want your a -mall address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395, "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Eid® Credit Card Safe https:// floridabuilding.org/pr/pr_appjst.aspx 1 / 1 3/2/2018 Florida Building Code Online Professional Regulation BCIS Home Log in I User Registration I Hot Topics Submit Surcharge 1 Stats & Facts I Publications I FBC Staff I BCJS Site Map I Links I Search IF12lrida Product Approval416, do,opr USER: Public User ProductAlla.Mproval Menu > Product or A9RL1aaL19g-aCA= 6Q2h01l9D-L= > Application Detail FL # FL17867-R1 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Lott's Concrete Products Address/Phone/Email P.O. Box 77125 Winter Garden, FL 34777 407) 656-2112 precast98@aol-com Authorized Signature John Hoy ihoy@Rorida-engineer.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the John Hoy Evaluation Report Florida License PE-55312 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 11/01/2023 Validated By Thuy H Huynh i Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL1786 _U_COI_FES Letter of In0&iqga49—nc—(U—df Standard Year ACI 318 2014 AC1530 2013 ASCE 7 2010 https:llfloridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDqt2ZOX662YIUt7sLOYPCCEHfltaXBIR74C9WKGZFr%2flcg%3d%3d 1/2 3/2/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/14/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/26/2017 Date Approved 12/12/2017 summary of Products FL #x Model, Number or Name Description 17867.1 Lintel 8" Precast / Prestressed Lintels Limits of Use Installation Instructions Approved for use In HVHZ: No FL1786 _RI_U_FES Letter of Insta lation cif Approved for use outside HVHZ: Yes Verified By: John Hoy PE 55312 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: EL178Z_31_AE in Shopsand Load Tables Ddf FL1786 _ Rl-AE-FES LetteE gf Evaluation 8in.pd FI 17867 Rl_AE FPS„ ,etter of Cpdf Created by Independent Third Party: Yes Sack Next Contact Us :: 2601 Blair Stone Road, Tallahas5CC FL 32399 Phone: 50-4 7 1824 The Stale of Florida is an AA/EEO employer. CgRY.d.9ht 2007-2013 Statg of Florida :: Py ry y Statement :: Accessi i tStatement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do -not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395, *Pursuant to Section 455.275( 1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe https;// floddabuilding. org/pr/pr app_dtl.aspx?param=wGEVXQwtDgt2ZOX6B2YIUt7sLOYPCCEHfitaXBIR74C9WKGZFr%2fleg%3d%3d 2/2 17JE 'eerinYTIUT10n5 Today's Ideas — Tomorrow's Results July 2, 2015 LOTT'S CONCRETE PRODUCTS — PRECAST LINTEL INSTALLATION INSTRUCTIONS Preparation, 1. Remove any laitance, loose aggregate, and anything that could prevent mortar from bonding with the precast lintel. 2. Remove any loose material from the grout spaces that is deleterious to masonry grout. Erection 1. Erect precast lintels with a nominal 4in bearing for filled lintels and a nominal 6.5in bearing for unfilled lintels. 2. It is recommended that shoring be supplied at mid span for all lintels greater than 14ft in length. All shoring is the responsibility of the general contractor. 3. Construct all concrete masonry above the precast lintel in accordance with ACI 530. Reinforcement Placement 1. Place reinforcement in the bottom of the "U" of the precast lintel as indicated on the construction documents. 2. Place reinforcement within the top of the precast lintel (if no concrete masonry above the lintel) as indicated on the construction documents. Provide minimum concrete coverage in accordance with ACI 315 and secure reinforcement to prevent movement during the grouting process. 3. Place all reinforcement within concrete masonry in accordance with ACI 530 and the construction documents. Grout Placement 1. Place concrete masonry grout in accordance with ACI 530. Florida Engineering Solutions, Inc. — CA No, 26300 — (Mail)-, PO Box 1238 (Physical): 12620 Curley St — Ste 105 San Antonio, FL 33576 — Ph: 352 1588 — 5311 Fx: 3521588 — 5411 Web: www.fl)rida-elqiheer.com CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No, ens k0n Documented Construction Value: $ .i S ,. CC Job Address: l KeC.C*A- C O ,x r 4 Historic District: Yes No Parcel ID: Type of Work: New Addition Alteration Repair Description of Work: Plumbin E New Residential Construction Residential % Commercial Demo Change of Use Move Plan Review Contact Person: Khrissv or Jamie Title: Clerical Phone: 407-323-7515 Fax: 407-323-8954 Email: info 4a i-orlando.com Property Owner Information Name N \Ac) y\e-s Phone: Resident of property? : Street: City, State Zip: Contractor Information Name Advanta a Plumbiniz. Inc. Phone: 407-323-7515 Street: PO Box 1117 Fax: 407-323-8954 City, State Zip: Sanford, FL 32772 State License No.: CF-0057881 Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5t" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application ND : 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 vedittadon that I will notify the owner of the property of the requirements of Florida Lion Law, FS 713. Tbc 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 an work will be done in compliance with all applicable laws regulating construction and zoning. SiVuM re of OwwdAS=t Date Print OvmedA&wee Name Signattue efNotary State of Fluids Date SigaaturaofContm todAVmt Mte A. Thomas Smith Priatcontme ortA&a t'aNama s,&na uc o otaryscate a 'arraCkcsrndh Date P NOTARYPUBLIC 31 ESTATE OF ROMAtes CarG0136MtExpires 8121/2021 Owner/Agent is Personally Known to Me ContraciorlAgent is X persc nally Known to Me or 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 [l No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes NoEl WASTE WATER - BUILDING: Revised: June 30, 2015 Permit Application 1 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $H-7 GO, Q 0 Job Address: Historic Dis,t..r i(ct: Yes No Parcel ID: Residential GJ Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Plumbin , New Residential Construction Plan Review Contact Person: Khrissy or Jamie Title: Clerical Phone: 407-323-7515 Fax: 407-323-8954 Email: infoi'i a i-orlando.com pQ Property Owner Information Name r n:.k— _ Phone: Street: Resident of property? City, State Zip: Contractor Information Name Advanta a Plumbing, Inc. Phone: 407-323-7515 Street: PO Box 1117 Fax: 407-323-8954 City, State Zip: Sanford, FL 32772 State License No.: CF-CO57881 Architect/Engineer Information Name: Street: City, St, Zip: __.._. _. Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 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 he inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTQE: 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 foderal 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 haws regulating construction and zoning. Signature of Owner/Agcnt — Data Print Owner/Agent's Name - Signature ofNotatyrState of Florida pate Owner/Agent is Personally Known to Me or Produced ID Type of ID SignatureofCwlmMrfAgmt pate A. Thonms Smith Print Contractor/Agar's Name S,gna uc a "otary-State a r*a & pate 1 `( NOTARY PUBUCVC, STATE OF FWRIOA Convow'136M Exores 812112021 contractor/Agent is X Personally Known to Me or Produced IID 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: UTILITIES: ENGINEERING: FIRE: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes [] No WASTEWATER. Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address :`J Historic District: Yes No Parcel ID: Residential-0 Commercial Type of Work: New-P AdditionD AlterationEl RepairEl DemoEl Change of Use El move El Description of Work: Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Title: Name T1 A Phone: x Street: J Resident of property? City, State Zip Contractor Information Name L Phone: c I 0 Street: Fax: iC City, State Zip: State License No.: I I Name: Street: City, St, Zip: Bonding Company: Address: ArchitectlEngineer 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 30B 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 NO 1 E: 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 required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of OwncriAgent Print OwneriAgent's FAamc Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID nature ofof ContractoriAgent Date C hf-(- Ptint ContractortAgcnt's /Name Signat rc of Notary State of Florida Date der as PAMELA S TERNUS Commission N GG 110622 c Expires August 7,2021 FEOr, fL Swoded TMu@udget ttatary Smaes Contractor/Agent is; Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building© Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load, New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Pemut Application 15 lightyears, Inc 15 776 Bennett Drive Longwood, Florida 32750 June 1, 2018 To: Local Building Department RE: Blower Door Test & Duct Leakage Test Reports To whom it may concern, ightyears This letter is to request that the attached forms be accepted for compliance of the 2017 Florida Building Code statute R402.4.1.2 Envelope leakage testing (Blower Door Testing) and R403.3.3 Duct testing. The attached forms were provided by the Florida Building Commission as the accepted forms to be submitted. These forms are listed on the 2017 Florida Building Code, Energy Conservation Technical Assistance Manual, Document Number: TAM-2017-1.0, released February 02, 2018, pages R-78 through R-80 (page numbers 159-161). Web link provided for quick access to the TAM document https://tinyuri.com/2017FBC-TAM These forms meet all three required Residential Energy Efficiency Compliance Paths listed under R401.2, Prescriptive, Performance, and Energy Rating Index (ERI) paths. We are working with building departments across Florida to standardized the form submittal process and would like your department to allow these forms to meet compliance. If there are any issues with accepting these forms, please reach out to me directly and I will ensure that we submit any specific form that you will require. Tim Smith (407)-951-3236 tsmith@151ightyears.com Respectfully, c. Timothy(STfiith 15 Lightyears, Chief Operations Officer Energy Technical Advisor RESNET Quality Assurance Designee IECC Residential Energy Inspector/ Plans Examiner Member, Building Officials Association of Florida Member and Code Development Committee participating member. Also, representative to the Florida Building Commissions, Energy Technical Advisory Committee for the BOAF- CDC Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: Permit #: job Information Builder: <eeA&J Community: K'eY\S"4r\3k-WN Lot: -12.. Address: Zz?lj kle Unit: City: INN 4c) 11-i State: Zip: ?Z7 73 Air Leakage Test ReSUItS Passing results must meet either the Performance, Prescriptive, or ERI Method 0 PRESCRIPTIVE METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch mg. (50 pascals) in Climate Zones 1 and 2. PERFORMANCE or ERI METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50) value, as shown on FORM R405-2017 (Performance) or R406-2017 (ERI), section labeled as Infiltration, sub -section ACH50. ACH(50) specified on Form R405-2017-Energy Cak (Performance) or R406-2017 (ERI): = X 60 _ N 60!j q.q — Mgtbod for Calculating building yQlume7 CFM(50) Building Volume ACH(50) 0 Retrieved from architectural plans R/PASS (Mechanical Ventilation is not required) cle software calculated F1PASS (with Mechanical Ventilation) 11 0 Field measured and calculated FAIL R402.4.1.2 Testinig. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure or 0.2 inch w.g. (50 Pascals), Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues, 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. 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, back draft 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. I 6.Supply and return registers, if installed at the time of the test, shall be fully open. 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 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: <_ Date of Test: Printed Name of Tester: Aaron Overholt License/Certification #: 2QNAQZ Issuing Authority: RESNET Copy of License / Certificate of the tester must be attached) Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Ijurisdiction: Permit #: Job Information Builder: Community: Lot: Address: Unit: City: State: Zip: Duct Leakage Test Results System 1 07 cfm25 System 2 cfm25 System 3 cfm25 Sum of any additional systems cfm25 Total of all systems z 71 a , cfm25 0 Prescriptive Method cfm25 (Total) To qualify as "substantially leak free" Qn Total must be less than or equal to 0.04 if air handler unit is installed. If air handier unit is not installed, Qn Total must be less than or equal to 0.03. This testing method meets the requirements in accordance with Section R403.33, Is the air handler unit installed during testing? 0 YES E]NO (-Q 3) Performance I ERI Method cfm25 (Out or Total) To qualify using this method, Qn must not be greater than the 71' + 4.40211n proposed duct leakage Qn specified on Form R405-2017 or R406-2017. Total of all Total Conditioned systems Square Footage Leakage Type selected on Form Qn specified on Form R405-2017 R405-2017 (Energy 01c) or R406-2017 (Energy Catc) or R406-2017 F PASS JEr:,W.-s Y CA Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i), Florida Statutes. Testing Company Company Name: 15 Lightyears, Inc Phone: (855) 438-1515 I hereby verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the Offpa-Me,ethocl selected above. Signature of Tester: Date of Test: ak - Printed Name of Tester: -Aaron Overholt License/Certification #: 2DNAB7 Issuing Authority: RF.Ic;NFT Copy of License / Certificate of the tester must be attached) L] u two a I== W z tA W Certificate of Achievement THIS ACKNOWLEDGES THAT HAS MET THE STANDARD REQUIRED BY RESNET, AS A CERTIFIED RATING FIELD INSPECTOR RFI # 2GNAB7 Certification Date: 08/07/2018 Certification Expires: 08/07/2021 Tim Smith, RESNET Quality Assurance Designee 15 1*ightyears RESNET QA Provider # (1998-199) OE'SCRIPTION AS FURNISHED: Lot 72, KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86 rough 92, Public Records of Seminole County, F'7orido. 130UNDARY FOR / CERTIFIED TO: Ryan Homes/NUR Inc. BRISSON AVENUE RIW VARIES) S 00*19'09" E 40 00' 7 Ccc 0I CONC. WALK ON-", SET N&O 4596 6 7* C/O 6,7 SET N&O 4596 LL WALL LANDSCAPE ESMT LOT 72 3030'__ — 5.00' AC PAD 26 0' COVD. 6 F-1 CONC, 6 5.00, 1— 30.0' 5.00' z) TRACT Fttt RECREATIONq3TWO STORY LOT 71 AREA 0) CC) 6 RESIDENCE F.F.- 30. 84' ti a6 5. 00' — COV'O. 87' CONC. 3 5.00' — 8. 7' o 2 Co F T 21. 3' I& I' 5, 00, B Az 64; BRICK WALK DR. 25. 20' 25. 20' al, 0 1 10' UTIL 0. 7' ON O ESMT. ON 011 If SET VIcD------_------- 4596 1 4 C(WC-" WALK SET N&D e"<"e D 11030' 10" SET P.E-- 1/ 2" I. R. AT 00"19'09" W(11-0.) 4596 R=85. 00' 4596 35,00 L=5.03' C=5.03' 03=5 05" 2657" W 4' J, kSYCO 7- IT Co (Jfi _77 50' PRIVATE ROAD) I 410FIED FINSHED SPOT GRADE ELEVATIONS i, DRAINAGE PLANS PROPOSED DRAINAGE FLOW 6 E GYPF RADING A 4)()SFDFINISH FLOOR PER PLANS 30.8' 0U Y/ LEGEND - PLOT PLAN AREA CALCULATIONS IMPERVIOUS COVERAGE = 2t I ! Tf SQUARE FEET OR 45.97 LOT CONTAINS 4,5991- SQUARE FEET LIVING AREA CONTAINS 1, 353:t SQUARE FEET CONCILANAIIPORC14 CONTAINS 7601 SQUARE FEET FRONT' ' 4-it %' 6 REAR20' SIDE5' FOR 40' LOTS SIDE 7.5' FOR 60' LOTS SIDE 10' FOR 75' LOTS SIDE STREET = 25' ASSOC, . INC.- LAND SUPLVT. r0,1?,SY 5400 1. COLONIAL DR. ORLANDO, FL. 32807, (407)-277-3232 FAX (407)--658-'4,36e PLAT P IM, POINTONLINENOIES; FIELD 1.0N YP. V. P.C. TYPICALPOINTOFREVERSE CURVATURE1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH By THE FLORIDA BOARD OF I,( ROD 0 CURVATURE POINT OF COMPOUND PROFESSIONALS(tpvE),ORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472,027, FLORIDA STATUES C OWPETE K)NUMF." T RAP. RADIAL 2. UNLESS EVCIO&SEC WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VALID. 1 12' IR. R/# LB 4596 N'R. wp. NON -RADIAL WITNESSPOINT J. THIS SURVr's' WAS PREPARED FT7014 TITLE INFORMATION FURNISHED To THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS RECOVERED POINT a' BEGINNINGCAI. C. CALCULATED OR EASEMENTS THAT AFFECT THIS P1rPERIY. Pn 14, OF C. 011HFNCCW:NT PR.4 PERMANENT REFERENCE MONUMENT No U,fOERGROUNO IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWTSE SHOWN. i CEN ICRLINE FP. FINISHED FLOOR ELEVATION 5, HIS 5(;RVF.Y IS PREPARED t'09 ME SOLE BENEFIT OF THOSE CER17FIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENITTY. t DISK NMI. DISL, BUILDING SETBACKLINE C' 6. OMENSIONS SHOWN FORTHELOCATIONOFIMPROVEMENTSHEREONSHOULDNOTBEUSEDTORECONSTRUCTBOUNDARYLINES. 1611 Ur-WAI GftiCASCREWnx. B. B. BENCHMARK BASEBEARING7. 9CAR( N6$. ARE BASED ASSUMED P.+FUM AND ON THE LINE SHOWN AS BASE BEARING (Be.) DRAINAGE 8. CLEVA11ONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1922. UNLESS OTHERWISE NOTED. U1 it IT V 9. CER770,WE OF AUTHOP.IZATION N.. 4596. CHAIN LINK FENCE U011 FENCE CONCRETE BLOCK PO INT OF CURVATURE PONT OF TANGENCY DESRADIV' A'C LENGTH NORTHHAS ,1PPOPERTY DOES NOT LIE WIT14IN Iq (STARLISHEO 100 YEAR FLOOD PLANE AS PER "FIRM" Y" MAP I 12117CO09OF ( 09-28-07) CEkTIFIF0 6Y, W:(,!, Sc T RUS ** METER, R.L. S. 1 4714 JAMES ISCTT, R.L. S If 4801 SCALE ----------- PLOT PLAN 01- 22- 2018 18 FORM60ARD FOUNDATIONIELEVS. 06-03- 2018 3614-18 FINALIELO/S. 09-12- 2018 6169-18 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $` Job Address: u t Historic District: Yes No Parcel ID: ResidentiaQ Commercial LJ Type of Work: Newt. Addition Alteration Repair Demo Change of Use i..,_i Move Description of Work: Plan Review Contact Person: Title: Phone: `tt} - 4_ Fa : „ Email: Name U a v Phone: Street: C Resident of property? City, State Zip: Contra for Information Name t_A. Phone -..- Street: TSC c Fax: a itCity, State Zip:5a CLState License No.:OACAU ArchitectlEngineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE"FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised; June 30, 2015 Permit Application b[OTICE: 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 tat work will be done in compliance with all applicable laws regulating construction and zo g, Signature of Owner/Agent Date SiggKicofcontractor/Agent batc Print Owner/Agent's Name t Contractor/ AFAkf s Name Signature of Notary -State of Florida Date Signature of No ry-State of Florida Date CHERYL D AKERS MY COMMISSION # FF8989&2 EXPIRES June 06, 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 E} Electrical Mechanical Plumbing[] Gaso Roof[] Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No[] # of Heads Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: YesEl NoEl APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2201 S Permit Application