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HomeMy WebLinkAbout2334 Kelmscott Ct 18-1026; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100001 DATE: February 28, 2018 '`TBUILDINGAPPLICATION #: 18-10000157 BUILDING PERMIT NUMBER: 18-10000157 UNIT ADDRESS: KELMSCOTT COURT 2334 17-20-31-5VC-0000.0750 TRAFFIC ZONE•022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: 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: 2334 KELMSCOTT COURT / KENSINGTON RESERVE / SFR FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE ORD Single Family ROADS -COLLECTORS Housing 705.00 1.000 dwl unit 705.00 Single Family N/A Housing 00 1.000 dwl unitFIRERESCUEN/A 00 LIBRARY CO -WIDE ORD 00 Single Family SCHQOLS Housing CO -WIDE ORD 54.00 1.000 dwl unit 54.00 Family PARKS Housing NA 5,000.00 1.000 dwl unit 5,000.00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 00 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHEDATEABOVEBUTNOLATERTHAN CERTIFICATE OF OCCUPAN Y OR OCCUPANCY. THE REQUEST FOR REVIEWMUSTMEETTHEOFTHENTCODE. COPIES OF RULES EGOVERNING SAPPEALS MAY NBE PICKED UP, OREREQUESTED, 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CHECK OR MONEY ORDER, AND SHOULD REFERENCE jTHECOUNTYBUILDINGPERMITNUMBERATTHETOPLEFTOFTHISSTATEMENT, THIS STATEMENT IS NO LONGER VALID IF A BISSUEDWITHIN60CALENDARDAYSFROMTHE DATEIABOVEIT IS NOT THIS INSTRUMENT PREPARED BY: Name: NVR Inc. dba Ryan Homes Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 NOTICE OF COMMENCEMENT Permit Number: 18-1028 Parcel ID Number: 17-20-31-5VC-0000-0750 E:fil,. ,:) C'l:RCal:?:1' C:OLIRT @r C:Ot1f'TROLLER CLERK'SS r 201804L599 h:t:.{_:Oltf?f_: I i4l;li1,;7))1- i.?°.::;• l',: 1='if 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 # 75 of Kensington Reserve 2334 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 IMPROVEMENT: Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd, Suite H-20 Orlando FL 32811 Interest in property: Fee Simple Title Holder (if other than owner listed above) Name: NA Address: 4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number: 407-692-9820 Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 S. SURETY (If applicable, a copy of the payment bond is attached): Name: NA Address: Amount of Bond: 6. LENDER: Name: Phone Number: Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Dayna Whitson Phone Number: 407-692-9820 Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811 8. In addition, Owner designates of to receive a copy of the 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. n t 1,• - f Owner , — natuomer or Lessee, or Owner's or Lessee's Authorized Officer/Qirector/Partner/Manager) Dayna Whitson Assistant Secretary Print Name and Provide Signatory's Tide/Office) state of Florida County of Orange The foregoing instrument was acknowledged before me this S day of , 20 18 by Dayna Whitson Who Is personally known to me ty( OR Name of person making statement who has produced identification Q type of Identification produced: TRACY LEIGH MC DONALU g: MY COMMISSION 4 PF925012 4S EXPIRES Octobcei 06. 2019 407! 998-0+53 ftoridailota•yScrvlcc :om Notaryign fW%,' 1 A\ t,l k REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: Project Name: Kensington Reserve Project Address: ZS q ' ` 'W J Building Permit 1Z- Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Robert Lattanzi - Ryan Homes Print Name f Own e engW Signature of er/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Lattanzi - Ryan Homes Print Nam o en. Co tra Signature of Gen. Contractor CBC1257565 Gen. Contractor License # Scott L Easterbrook - Palmer Electric Print Name of El. Contractor ignature of El. Contractor EC0003096 El. Contractor License # CALLED INTO: o Progress Energy ra Florida Power and Light on Rev.02/10/15) bb t`- CITY OF SANFORD j FE BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: C Documented Construction Value: S 4' -25aS6 Job Address: 2334 Kelmscott Court Historic District: Yes No 0 Parcel ID: 17-20-31-5VC-0000-0750 Residential 0 Commercial Type of Work: New EA 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: 407-692-9831 Street: 4307 Vineland Rd #H20 Resident of property? : _ City, State Zip: Orlando FL 32811 Name NVR, Inc, dba Ryan Homes Street: 4307 Vineland Rd # H-20 City, State Zip: Orlando FL 32811 Contractor Information Phone: 407-692-9820 Fax: 407-692-9821 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design Street: 1441 N Ronald Reagan Blvd City, St, Zip: Longwood FL Bonding Company: N/A Address: Phone: 407-774-6078 Fax: E-mail: Mortgage Lender: Address: brian@abdesigngroup.com N/A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application W NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 2/22/2018 2/22/2018 Signature f 7e gent Date Signatu , ractor/Agent Date Tracy McDonald Tracy McDonald Print Own /Agent's Na Print Con actor/Agent's Name 2/22/2018 2/22/2018 tgnature of Notary -Stake of Florida Date i ature ofNotary-State of Florida Date Q, ;?veta KRISTIN R ROIANQ t ytY Pu KRISTIN R ROLAND Q Commis*n # GG I M I Expires July 11, 2021 r ' Commissbn # GO 123384 July 11, 2421Expires ore Boded e $ rF Or Fv-, Bonded Thm &r o wal sous= 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 R Electrical EJ Mechanical © Plumbing© Gas[] Roof Construction Type: %Ja Occupancy Use: 23 Flood Zone: Total Sq Ft of Bldg: 5,1-75- Min. Occupancy Load: I( # of Stories: 2- New Construction: Electric - # of Amps ...c Plumbing - # of Fixtures A tl--? Fire Sprinkler Permit: Yes No © # of Heads APPROVALS: ZONING: UTIIJTIES: COMMENTS: ENGINEERING: FIRE: setbackswith shown on plan. Fire Alarm Permit: Yes No.® WASTE WATER: BUILDING: ,c 41 f g ' 19 Revised: June 30, 201 S Permit Application UL t h -L4 CITY OF SANFORD FEB BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 CQ0 Documented Construction Value: $ 95,047 Job Address: 2334 Kelmscott Court Historic District: Yes No FRI Parcel ID: 17-20-31-5VC-0000-0750 Residential nX Commercial Type of Work: New Addition Alteration 8 ReplraDemoChangeofUseEJMoveLLJJ 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 NVS INC. dba Ryan Hames 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.: 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: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTIC: 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. R* S.A'F ' Icer >< y at allof the oregomg information is accurate and thatall work will be done in compliance with all applicable laws regulating construction and zoning. 2/ 22/2018 W 2/22/2018 Signature "_ 51gent Date Signatu Co ractor/Agent Date Tracy McDonald Tracy McDonald Print Own /Agent's Na yPrintConctor/ Agent' s Name2/ 22/2018 2/22/2Q1$ ignature of Notary -State of Florida Date Notary -State of Florida Date ozy ka KRISTIN R ROLAND 4RY Pp KRISTIN R ROEAW Commission # GG 123381 r° : •• N Expires July 11, 2021 * * Commission # GG 123381 rFOF f4°P emdo *JYs'+ N< Expires July 1f, 2021 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: / f WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application 1 0 iRIZin187%7-4 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: trmcdona@nvrinc.com Property Address: 2334 Kelmscott Court Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-0750 Phone Number: 407.692.9820 Email: trmcdona@nvrinc.com The reason for the flood plain determination is: FEW New structure El Existing Structure (pre-2007 FIRM adoption) F-1 Expansion/Addition 0 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) I'M Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294009OF Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: F-1 The parcel is in the: El floodplain floodway F-1 A portion of the parcel is in the: El floodplain El floodway FEW The parcel is not in the: FM-IfloodplainE]floodway El The structure is in the: Elfloodplain Elfloodway El The structure is not in the: F-J floodplain EJ 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# 18-1026 Reviewed by: Michael Cash, CFM Date: March 1, 2018 I P I Application for Paved Driveway, Sidewalk or V1 *4" Walkway Including Right -of -Way Use & A11110IRK1,5411 Landscaping o' Right -of -Way1, —1877— " www.tantordfl.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 4 size and location of the existing right—of-way and use shall be provided or application could be delayed. C811beknymift 1. Project Location/Address: 2. Proposed Activity: 2334 Kelmscoft Court, Sanford, FL 32773 0 Driveway ElWalkway 3. Schedule of Work: Start Date Completion Date 4. Brief Description of Work: Construction of New Single Family Home This application is ed by: Pmporty Owner Signature Address: 4307 Vid Rd #H-20 Orlando, FL 32811 Phone: ( 407) 692-9831 Fax: F- I Other: Print Name: Tracy McDonald El Emergency Repairs Email: trmcdona@nvrinc.com Date: 02/22/2018 Maintenance Responsibilitiestindemnification 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 installationAmprovement 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, oremploy- ass (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 ofor connected with the use of the City's right-of-way. I have readjano understand the above statement and by signing this application I agree to Its terms. Signature: Pre - pour Inspection by: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Date: 02/ 22/2018 This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours In advance to schedule a pro -pour Inspection. Date: Official Use Only Fee: Date: Date: Date: Date: Date: November 2015 ROW Use Driveway pdf 1201 SCPA Parcel View: 17-20-31-5VC-0000-0750 CIA Property Record Card Parcel: 17-20-31-5VC-0000-0750 1 WW40M 00k"Y RORCIA Property Address: 2334 KELMSCOTT CT SANFORD, FL 32773 Parcel Information Value Summary Parcel 17-20-31-5VC-0000-0750 Owner BRISSON WEST PROJECT I LLC 1 Valuation Method Property Address 2334 KELMSCOTT CT SANFORD, FL 32773 Number of Buildings Mailing 10100 INNOVATION DR STE 410 DAYTON, OH 45342 Depreciated Bldg Value Subdivision Name KENSINGTON RESERVE Depreciated EXFT Value Tax District:: Sl-SANFORD Land Value (Market) DOR Use Code 00-VACANT RESIDENTIAL Land Value Ag Exemptions Just/Market Value 11.35 co 0 11661 88.51 16 2C M0 0. tf cv20P 775 4 73, 6 20 0 76 27.79' 3 5 3 d94 Seminole County GIS Legal Description LOT 75 KENSINGTON RESERVE PB 81 PGS 86-92 Taxes Taxing Authority i County General Fund Schools City Sanford SJWM(Saint Johns Water Management) County Bonds Sales Description Date Find Gornparabile SaWs, Land Portability Adj Save Our Homes Adj Amendment 1 Adj P&G Adj Assessed Value 2018 Working 2017 Certified Values Values CosL/Market Cost/Market 0 0 14,000 14,000 0 0 0 14,000 14,000 14,000 0 0 0 14.000 Tax Amount without SOH: $266.58 2017 Tax Bill Amount $266.58 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxable Value 0 14.000 0 14.000 0 14,000 0 14,000 0 14,000 Vac/Imp LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: -; I hereby name and appoint: Tracy McDonald an agent of- NVR Inc., dba Ryan Homes Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): 0 The specific e mit and application fi work located at: 4' Street Address) Expiration Date for This Limited Power of Attorney: May 20,2018 License Holder Name: Robert Lattanzi State License Number: Signature of License B STATE OF FLORIDA COUNTY OF Orange The foregoing instrument was acknowledged before me this -..day of 200-j", by Robert Lattanzi who is zi# or o who has produced identification and who did (di Notary Seal) KRISTIN R ROLAND Commission # GG 123381 Expires July 11, 2021Apr Rev. 08.12) Print or type name Notary Public - State of rkna ol Commission No. /233ti My Commission Expires: '7 ///I'Z I I q 1Z A R C H I T E C T f SQ.FT. CALC.'S IST FLR . LIViNG low SQ. FT. 2NO FLR. LIViW_i 1,331 56L FT. TOTAL LIVING 2,421 Sa FT, ENTRY 35 5Q FT. GARAGE 459 5a FT, LANAI 260 bGi. FT. TOTAL 3115 SQ FT. C01N'CNBR AND CLAMM WM LOADS NANO ISM EO'ON/E FOR 3 rcao QUOM C+Yl MMAOMM WLXR Za/E MID UM MO V ATONN7iTION 1 112 16 •01 M' 84' 5 24M/-3CJ6 2 24 308C DR 36. 4 3008/-3118 3 fl 25-SH 3V b3' 5 28A5/-31A6 3A ft 25-6H 38. 63, 4 28.45/-30.% 4 33 f2)25-S4 IV 63' 5 21W-34M 5 49 6C80 SGD 14' 5 26311-3330 6 33 f2)25-SH 16, 63' 5 21B/-34M 1 n 2$-SH 36. 63' 4 2AW-30.95 WIND DESIGN CRITERIA A 5A51G WIND FEED MPH (3 SECOND GU5T) vULT.150 / vASD.116 MPH S. INTERJAL FRESSURE COEFFICENT.. J8 C. RISK CATEGORT•TYPE 11 D. EXPOSURE CATEGORY C NOTE: VALUES FOR 00f' 6 4 CLADONG PRESSURE ARE 5A6W ON T1 E Vult DESIGN WIND SPEED. MCR 6TM ED. (2011) ALLOWS TI-IESE F'RIESSURES TO EE T-NLTIPLIED BY 0-6 TO MEET TFE ALLOWABLE OR NOM AL TESTED VALUES USED 5Y PRODUCT MANUFACTURERS. NOTE: L PRICR TO ORTUALL NSTALLATION CN ALL FRAMM i IM" T-V RWI TIE FNW H.AOR SILL OE SPRAYM APO MAIM R+'OORAIF A TT9"7 TTEAT SPRAY A CABINET SECTION bx6 P.T. POST TO S'-4' AFT. WV S'-4' GI.G. 4' @ I I I t3EM1 TO NATCN EXT. LANAI j 1 141 CT.& 4 II 1 II I II I 1iIIfa) 25-5H b£80 SGD I 66 0 J GREAT ROOM v I6'-0ki9'-4' CiRR _ DINETTE Y P G.0 D._4.x_0. Y-W CL1 i E 1'i 4 -2' 2'-10' 6 -5 1/2' i 9'-4' i e l • OI jl O I 4 I RAILNG laTCHEN ri UP DOLry a-b E 15 i- 44 04 PM Ce 4-S4 — 4'-2' _ _ 5'-8' ' -7¢x' 13'_2• aE hl R/TIc e f STUDY Ixk Y-4' Cis n — FOYE hLT. OY-/' YVH PARR• ' j V-v cm STUD 4 v! I IT 2 e II 9 E44I3TBY 2 CAR GARAGE i Mr. TONE VENEER I cm i LRE OF 3O iUXR 430YE I I 1- i I 1` I N'-C x 1'-0' eNeO 0 E I rvl i I FIRST FLOOR PLAN SCALE: 1/4 . I'-0' ELEVATION 'C' W/ STONE LM TENT n aIAVE TO ExTERJOR EO ME t 00 DesignGroup. 14 1 N. RONALD REAGAN BLVD. LONCWOOD. FL 32TSO PN. 40747"078 F^ 407-774 078 n .oDae-itnA"P com A4 ': 0003325 9UHDIV. do LOT: KENSINGTON RESERVE LOT #75) MODEL: SUMMERLAND VERSION#01) P120JECT#: 2997.000 PAGE: FIRST FLOOR PLAN DATE: 1 /15 /18 SCALE: 1/4"=i'-O" SHE= 3 or 9 A R C B I T E C T f CCVONBff NO C'LAMM WW LCNOe V= MAD EIG ORM PCRI3 stop airs CALL WUNE volim Ileum so i6iH7 ZOM TW M711MD POMACE DBl04411CH HEXW i 5 EGRESS 36' 61' 8 28b5/-3126 2 5 VDI-$N 36' 61' 5 28b5/-31-* 2A Q 3M-FG 36' 4W 5 250N-300 215 5 E SH 1. 61. 5 28b5/-31E5 3 5 E86 36' 63' 5 28b5/-3185 4 5 48' IS. S 2343/-3W 5 5 31MI- 36. b1' 4 2865/-3134 EGREb 53M. 514 36' 61' 4 28b5/-3114 WIND DESIGN CRITERIA A. BA51C WIND SPEED MPH (3 5ECOND GUST) 11U, 0.140 / VAS0=11(, MF'7-4 B, INTEFNAL F'RESSUR E COEFFICIENT- 18 C. RISK CATEGORr•TYPE If D. EXPOSURE CATEGORY C NOTE: VALUES FOR CGT'E'ONENTS A CLADDMG FRESr"URE AIM= 5ASED CN THE wit DESIGN WMD SPEED. FBCR. 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE M13LTIPLIED BY Ob TO MEET THE ALLOWABLE OR NOM NAL TESTED VALUES USED BY PRODU3 t* l ACTUIR=R& mom t PRIM TO DRTIYALL WTALLAI%N CN ALL FRVING, MOTER3 2'-V FIRM M RON FLOOR ULL BE SPRAYED ARD TREATED W/'BCRATE' A TS"IE TREATED SPRAY 1 FLRR 4 108 3/4' 2ND, F51 9'- 4' 5W- HT.,ib 0'- C'FH FLR STAIR DATA 17 RISERS A7.57' 16 TREADS *10' +1' NOSING DROP C'7=ILING---' TO 8'-e' 2) 2" HEADERS AS SHOWY ON SHEET 6 \ \ RAILING PWDR. vv ROOM 2xQ 9.rP. TREAD- \yj\; 2x4 RE-RFORGMG •--/ \ \ EA 2x12 STRIW.ER 3) 2.126 \ \ L 5TRRKiER5 SECURED \ \ - jtRtltlePLAI-- xb C-ANDQJG 3/ 4' T IG SUB FLOOR-- - GLUED 4 NAILED 2x6 • 24' OG. MAX---------- 2. 4 P.T. PLATE SECUARE W/ 10d CUT NAILS 16' O.C. MAX. 1 STAIR SECTION: 9'-4" BRG. SCALE: 3/H • I'-0' LAE OF 157 FLCYJR BE1C31D 400 Ff. EGR€ 55 € i TRV ac xm_ 2B ' DBL DT1D n e OWNER' S SUI1B e' BATH m' cLG C e, e'-m I A r I I ® 45H An r DBL _,I 571D To4. 3:_8. 0 I@• I 2u4. 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RONALO REAGM 8=, LONGW0 D, FL 32750 PH: 4074748078 40077- 77"078 n CA iy 0003325INC 1 9LTHDIV- & LAT KENSINGTON RESERVE LOT # 75) 3[ ODET— SUMMERLAND VERSIONy01) PROJECT#: 2997. 000 PAOE: SECOND FLOOR PLAN STATE OF FLOMA DATE: 1 /15 /18 scALc: 1/4"=1'-O" SHEET 4 OF 9 REQUIRED INSPECTION SEQUENCE RYAN HOMES SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam Fill Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence Address: ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 f 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final I I I WAM " '01 Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final REVISED: June 2014 t FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot75KensingtonReserveSummerlandCGRS Builder Name: RYAN HOMES Street: 2334 KELMSCOTT COURT City, State, Zip: SANFORD , FL, 32773 Permit Office: S NFORD Permit Number: _ r Owner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 } 1. New construction or existing New (From Plans) 9. Wall Types (2626.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1264.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 1073.30 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 289.33 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1384,0 sgft.) Insulation Area a. Under Attic (Vented) R=38.0 1384.00 ft2 6. Conditioned floor area above grade (ft2) 2421 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(269.8 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 605.25 a. U-Factor: Dbl, U=0.35 216.81 ft2 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.62 48.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.29 a. Central Unit 38.5 SEER:15.00 c. U-Factor. Dbl, U=0.34 5.00 ft2 SHGC: SHGC=0.31 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 38.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 3.979 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems 8. Floor Types (1381.0 sgft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1090.00 ft2 b. Conservation features EF: 0.950 b. Floor over Garage R=11.0 291.00 ft2 None c. N/A R= ft2 15. Credits Pstat Total Proposed Modified Loads: 69.37 Glass/Floor Area: 0.111 PASSTotalBaselineLoads: 70.40 1 hereby certify that the plans and sp ifications covered by Review of the plans and C1XE ST`TeSthiscalculationareincompliancetheFloridaEnergyspecificationscoveredbythis 0V Code. calculation indicates compliance with the Florida Energy Code. err,, {° jz 16* •, PREPARED BY: ____ _~ "'_ __. Before construction is completed Ac w, a DATE. _. 2-7_-1$__Sooit_Prati___--.__. __ this building will be inspected fork`#h compliance with Section 553,908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy C de. CQD WE OWNER/AGENT ---- - __ DATE. 8/2018 BUILDING OFFICIAL:__c A DATE: Compliance requires certification by the air handler unit manufacturer that the air handler 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 6.50 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.060 Qn for whole house. 2/7/2018 2:43 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORMR405-2O17 PROJECT Title: Lot75KensingtonReserveSum Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2421 Lot # 75 Owner Name: Total Stories: 2 Block/Subdivision: KENSINGTON RESE of Units: 1 Worst Case: No PlatBook: Builder Name: RYAN HOMES Rotate Angle: 0 Street: 2334 KELMSCOTT CO Permit Office: SANFORD Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: SANFORD, Family Type: Single-family FL 32773 New/Existing: New (From Plans) CLIMATE V Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range BLOCKS Number Name Area Volume SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. (deg) Type Ventilation Vent Ratio (1 in) Area RBS IRCC CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 38 Blown 1384 ft2 011 Wood 2/7/20182:43pm snomyoaugv(&uoA pIanouzo17Section n400.1Compliant Software Page um4 FORM R405-2017 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below u---------Ornt------ Ia------WattT _ --- --------Space R_Value ------ Ft In Ft-lu-..------ area----------- RValue-Fraction ---- Absor_--Grade14__ 1 E Exterior Frame - Wood Main 13 49 6 8 0 396.0 ft2 0 0.25 0.6 0 2 E Exterior Concrete Block - Int Insul Main 4.1 36 6 9 4 340.7 ft2 0 0 0.6 0 3 S Exterior Frame - Wood Main 13 29 6 8 0 236.0 ft2 0 0.25 0.6 0 4 S Exterior Concrete Block - Int Insul Main 4.1 8 6 9 4 79.3 ft2 0 0 0.6 0 5 W Exterior Frame - Wood Main 13 49 6 8 0 396.0 ft2 0 0.25 0.6 0 6 W Exterior Concrete Block - Int Insul Main 4.1 40 6 9 4 378.0 ft2 0 0 0.6 0 7 N Exterior Frame - Wood Main 13 29 6 8 0 236.0 ft2 0 0.25 0.6 0 8 N Exterior Concrete Block - Int Insul Main 4.1 29 6 9 4 275.3 ft2 0 0 0.6 0 9 Garage Frame - Wood Main 11 31 0 9 4 289.3 ft2 0 0.25 0.3 0 DOORS V # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Insulated Main None 25 3 6 8 20 ft2 2 Wood Main None 25 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 E 1 Vinyl Low-E Double Yes 0.35 0.29 N 30.5 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 2 E 2 Vinyl Low-E Double Yes 0.35 0.29 N 48.6 ft2 1 ft 0 in 11 ft 6 in None Exterior 5 3 S 3 Vinyl Low-E Double Yes 0.35 0.29 N 12.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 4 S 3 Vinyl Low-E Double Yes 0.35 0,29 N 30.5 ft2 1 ft 0 in 4 ft 1 in None Exterior 5 5 W 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 W 6 Vinyl Low-E Double Yes 0,35 0.29 N 32.4 ft2 1 ft 0 in 11 ft 6 in None Exterior 5 7 N 7 Vinyl Low-E Double Yes 0.34 0.31 N 5.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 8 N 7 Vinyl Low-E Double Yes 0.35 0.29 N 15.3 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 9 N 8 Metal Low-E Double Yes 0.62 0.29 N 48.0 ft2 11 ft 0 in 1 ft 2 in None Exterior 5 10 N 8 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft2 11 ft 0 in 1 ft 2 in None Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 459 ft2 459 ft2 58 ft 8.7 ft 3 INFILTRATION Scope Method 1 Wholehouse Proposed ACH(50) SLA CFM 50 ELA EgLA ACH ACH 50 000384 2439.2 133.91 251.83 .3452 6.5 2/7/2018 2:43 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/ None HSPF:8.5 38 kBtu/hr I sys#1 COOLING SYSTEM V-- # System Type Subtype -- --------- Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 38.5 kBtu/hr 0 cfm 075 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM VFSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS Supply ---- V Return ---- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 605.25 Attic 121.05 Proposed Qn Main cfm 145.3 cfm 0,06 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Jan Feb Mar prApr Ma JulJun AjXj Oct Oct Nov Dec Heating Jan FebMa rXj Aj I Jun JUIMy Xj ri Augrj SSeop Oct NovXjX Dec Venting Jan Feb X Mar Apr May Jun Jul Aug Sep Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 1-1-------------- 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 2:43 PM EnergyGaugelD 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. 2334 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 (ft2) 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: Dbl, U=0.34 SHGC: SHGC=0.31 d. U-Factor. N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Floor over Garage c. N/A New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=13.0 1264.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 1073.30 ft2 1 c. Frame - Wood, Adjacent R=11.0 289.33 ft2 4 d. N/A R= ft2 10, Ceiling Types Insulation Area No a. Under Attic (Vented) R=38.0 1384.00 ft2 2421 b. N/A R= ft2 Area c. N/A R= ft2 216.81 ft2 11, Ducts R ft2 a. Sup: Attic, Ret: Attic, AH: Main 6 605.25 48.00 ft2 12. Cooling systems kBtu/hr Efficiency 5.00 ft2 a. Central Unit 38.5 SEER:15.00 R 3.979 ft. 0.290 Insulation Area R=0.0 1090.00 ft2 R=11.0 291.00 ft2 R= ft2 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Z V Date: 2/8/2018 Address of New Home: 2334 KELMSCOTT COURT City/FL Zip: 32773 kBtu/hr Efficiency 38.0 HSPF:8.50 Cap: 50 gallons EF: 0.95 Pstat QX 114E STq tt€r fifi 3 z a r`• A f WE, 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 2:43 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: 2334 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. R402.4 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 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. 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 leakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/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 2:43 PM EnergyGauge(D 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 lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM 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. 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 (1 WC) 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. 2/7/2018 2:43 PM EnergyGaugeV 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, crawispaces, 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 CFMM/ATT) AIRFLOW RATE MAXIMUIV CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1 A 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 2:43 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: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 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 2:43 PM EnergyGaugeO) 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 (Mandatorphe 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. 2/7/201 & 2:43 PM EnergyGauge® 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: Lot75KensingtonReserve Sum merlandCGRS Builder Name: RYAN HOMES Street: 2334 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 requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. 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 an dropped ceiling/soffit ypp9 /soffit the insulation and an gaps in the air barrier shall be sealed. ygpshall 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/door jambs 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 s. 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 yts- nri behind 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 between fire ;pr'nkler cover plates and walls or ced nas. a. in addition, inspection of log wails snail be in accordance with the provisions of ICG-400. 2/ 7/2018 2:43 PM EnergyGauge(D USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Manual S Compliance Report Job: LotMensingtonReserv... wrightsoft* Date: 06.03.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Project For: RYAN HOMES 2334 KELMSCOTT COURT, SANFORD, FL 32773 Cooling Equipment Design Conditions Outdoor design DB: 92.5°F Sensible gain: 29994 Btuh Entering coil DB: 77.3°F Outdoor design WB: 76.2°F Latent gain: 5073 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 35066 Btuh Indoor RH: 50% Estimated airflow: 1283 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Goodman Mfg. Actual airflow: 1283 cfm Sensible capacity: 32067 Btuh Latent capacity: 6389 Btuh Total capacity: 38456 Btuh Model: GSZ140421K+ASPT47D14A 107% of load 126% of load 110% of load SHR: 83% Heating Equipment Design Conditions design DB: 42.3°F Heat loss: 27588 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A Actual airflow: 1283 cfm Output capacity: 33809 Btuh 123% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1283 cfm Output capacity: 7.2 kW 89% of load Temp. rise: 70 OF Meets are all requirements of ACCA Manual S. Entering coil DB: 69.3°F Capacity balance: 34 IF Economic balance: -99 OF 2018-Jan-17 10 37: t 7 AMwrightSOft' Right-SuiteO Universal 2017 17.0,23 RSU23828 Page 1 ndCGRS1Lot75KensingtonReserveSummerlandCGRS.rup Calc a MJ8 House faces: S wrightsoft® Component Constructions Entire House DEL AIR HEATING & AIR CONDITIONING 531 CQDISCQ WAY, SANFORD, FL 32771 Phone: 407.831-2665 Job: Lot75KensingtonReserv... Date: 06.03.15 By: BENTLEY Project For: RYAN HOMES 2334 KELMSCOTT COURT, SANFORD, FL 32773 Design Conditions Location: Indoor: Heating Cooling Orlando/Jetport, FL, US Indoor temperature (OF) 70 75 Elevation: 105 ft Design TD (OF) 28 18 Latitude: 28°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8 Dry bulb (IF) 42 93 Infiltration: Daily range (OF) 16 ( M } Method Simplified Wet bulb (OF) 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft, atuhm7 "F rn-1Frtln,h etehrn= Btu atuhm1 awn Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 216 0.091 13.0 2.52 544 2.35 508 fnsh, 2"x4" wood frm, 16" o.c. stud e 366 0.091 13.0 2.52 921 2.35 860 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, ' /2" gypsum board int fnsh Partitions 12B-Osw: Frm wall, r-11 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud s 194 0.091 13.0 2.52 488 2.35 455 w 381 0.091 13.0 2.52 960 2.35 896 all 1156 0.091 13.0 2.52 2913 2.35 2718 n 195 0.201 0 5.57 1084 4.37 851 e 292 0.201 0 5.57 1624 4.37 1275 s 59 0.201 0 5.57 330 4.37 259 w 345 0.201 0 5.57 1923 4.37 1510 all 891 0.201 0 5.57 4960 4.37 3895 271 0.097 11.0 2.69 729 1.75 475 Windows 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (1.25 ft window ht, 1.17 ft sep.); 6.67 it head ht 2A-2om: 2 glazing, Or outr, air gas, mtl no brk frm mat, clr low-e innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (5.08 ft e window ht, 1.17 ft sep.); 6.67 ft head ht w all 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 11 ft overhang (5.3 ft window ht, 1.17 ft sep.); 6.67 ft head ht 2A-2omd: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.25); 11 ft overhang (8 ft window ht, 1.17 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, e 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (5.3 ft window ht, 11.5 ft sep.); 6.67 ft head ht w all 5 0.540 0 15.0 75 15.9 80 15 0.540 0 15.0 228 15.9 243 31 0.540 0 15.0 456 39.2 1196 15 0.540 0 15.0 228 39.2 598 61 0.540 0 15.0 912 33.4 2038 33 0.540 0 15.0 489 14.1 460 48 0.620 0 17,2 824 16.1 772 49 0.540 0 15.0 733 33.9 1660 33 0.540 0 15.0 489 33.9 1107 82 0,540 0 15.0 1222 33.9 2767 2018-Jan 17 10:37:17 wrightSOftw Right-SuiteO Universal 2017 17.0.23 RSU23828 Page 1 ndCGRS\Lot75KensingionReserveSumtnerlandCGRS.rup Cale MJ8 House faces: S 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, s 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (4 ft window ht, 1.17 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, s 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (5.08 ft window ht, 4.08 ft sep.); 6.67 ft head ht Doors 11JO: Door, mtl fbrgl type s 11 DO: Door, wd sc type n Ceilings 16B-38ad:Attic ceiling, asphalt shingles roof mat, r-38 ceiI ins, 1/2" gypsum board int fnsh Floors 20P-13c: Flr floor, frm fir, 6" thkns, carpet flr fnsh, r-13 cav ins, gar ovr 22A-cpl: Bg floor, light dry soil, on grade depth, carpet flr fnsh 12 0.540 0 15.0 179 15.9 191 31 0.540 0 15.0 456 17.0 520 20 0.600 6.3 16.6 334 18.5 372 18 0.390 0 10.8 193 12.0 215 1384 0.026 38.0 0.72 997 1.41 1955 291 0.068 13.0 1.88 548 0.98 284 115 0.989 0 27.4 3150 0 0 2018-Jan-17 10:37:17 wrightSOft"' Right -Suited Universal 2017 17.0.23 RSU23828 Page 2 ndCGRS\Lot75KensingtonReserveSummerlandCGRS.rup Cate = MJ8 House faces: S Project Summary Job: LotMensingtonResery wrightsoft... Date: 06.03.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Proiect Information For: RYAN HOMES 2334 KELMSCOTT COURT, SANFORD, FL 32773 Notes: OPTION BATH 29BED 4 RVSD 3-20-2017 NMB L.S. 01-17-18 SRP Weather: Orlando/Jetport, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 IF Inside db 75 IF Design TD 28 IF Design TD 18 IF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 22375 Btuh Structure 21713 Btuh Ducts 5213 Btuh Ducts 8281 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 27588 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 29994 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Structure 3298 Btuh Ducts 1774 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) Area (W) 2421 2421 Equipment latent load 5073 Btuh Volume (W) 21176 21176 Air changes/hour 0.41 0.21 Equipment Total Load (Sen+Lat) 35066 Btuh Equiv. AVF (cfm) 145 74 Req. total capacity at 0.81 SHR 3.1 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg, Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Trade GOODMAN; JANITROL; AMANA DISTI... Model GSZ140421 K Cond GSZ140421 K AHRI ref :8242633 Coil ASPT47D14A AHRI ref :8242633 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 31185 Btuh Heating output 38000 Btuh @ 470F Latent cooling 7315 Btuh Temperature rise 27 OF Total cooling 38500 Btuh Actual air flow 1283 cfm Actual air flow 1283 cfm Air flow factor 0.047 cfm/Btuh Air flow factor 0.043 cfm/Btuh Static pressure 0.40 in H2O Static pressure 0.40 in H2O Space thermostat Load sensible heat ratio 0.86 Capacity balance point = 34 OF Backup: Input = 7 kW, Output = 24539 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft 2018-Jan-17 10:37:17 g Right-SuiteO Universal 2017 17.0.23 RSU23828 Page 1 ndCGRStlot75KensingtonReserveSummerlandCGRS.rup Calc = MJ8 House faces: S I' wrightsofC° Right-J® Worksheet Entire House DEL AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-831-2665 Job: Lot75KensingtonReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name Entire House GREAT RM 2 Exposed wall 273.0 ft 53.0 It 3 Room height 8.6 It 9.3 ft heat/cool 4 5 Room dimensions Room area 2464.8 ft2 1.0 x 576.8 It 576.8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/W-°F) 13tuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Meat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vj! 12C-0sw 0.091 n 2,52 2.35 236 216 544 508 0 0 0 0 2A-2om 0.540 n 14.96 15.94 5 0 75 80 0 0 0 0 I 2A-2om 0.540 n 14.96 15.94 15 0 228 243 0 0 0 0 13A-2ocs 0.201 n 5.57 4.37 275 195 1084 851 154 121 675 530 11 2A-2om 0.540 n 14.96 14.08 33 0 489 460 33 0 489 460 2A-2omd 0.620 n 17.17 16.08 48 0 824 772 0 0 0 0 y! L-d 12C-0sw 0.091 a 2.52 2.35 396 366 921 860 0 0 0 0 2A-2om 0.540 e 14.96 39.23 31 0 456 1196 0 0 0 0 N/ L--G 13A-2ocs 0.201 e 5.57 4.37 341 292 1624 1275 0 0 0 0 2A-2om 0.540 e 14.96 33.86 49 0 733 1660 0 0 0 0 12C-0sw 0.091 s 2,52 2.35 236 194 488 455 0 0 0 0 F-( L 2A-2om 0.540 s 14.96 15.94 12 24 179 191 0 0 0 0 2A-2om 0.540 s 14.96 17,03 31 16 456 520 0 0 0 0 y! t0 13A- 2ocs 0.201 s 5.57 4.37 79 59 330 259 37 17 96 75 111J0 0.600 s 16.62 18.51 20 20 334 372 20 20 334 372 t-- G 12C- 0sw 0 091 w 2.52 235 396 381 960 896 0 0 0 0 2A- 2om 0.540 w 14.96 39.23 15 0 228 598 0 0 0 0 Vj! 13A-20cs 0.201 w 5.57 4,37 378 345 1923 1510 303 271 1507 1183 t- C R D 2A- 2om 128- 0sw 0. 540 0. 097 w 14.96 2. 69 33. 86 1. 75 33 289 0 271 489 729 1107 475 33 121 0 103 489 278 1107 181 111 D0 0.390 n 10.80 12.03 18 18 193 215 18 18 193 215 C 1613-38ad 0.026 0.72 1.41 1384 1384 997 1955 6 6 4 8 F 2OP-13c 0.068 1.88 0.98 291 291 548 284 0 0 0 0 F 22A-cpl 0,989 27.40 0.00 1093 115 3150 0 577 53 1452 0 6 c) AED excursion 0 195 Envelope loss/gain 17983 16741 5517 4327 12 a) Infiltration 4392 1421 930 301 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 4 920 3 690 Appliances/ other 2630 230 Subtotal ( lines 6 to 13) 22375 21713 6447 5548 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 22375 21713 6447 5548 15 Duct loads 1231% 381% 5213 8281 22% 33% 1442 1849 Total room load 27588 29994 7889 7398 Air required (cfm) 1283 1283 367 316 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Pfo- wrights,af - 2018-Jan-17 10:37:17 Right - Suited Universal 2077 17.0.23 RSU23828 Page 1 ndCGRSlLot75KensingtonReserveSummerlandCGRS. rup Cale - MJ8 House faces: S wrightsofk, Right-J® Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot75Ken singtonReserveSu... Date: 06.03.15 By: BENTLEY i Room name NOOK/KITCHEN STUDY 2 Exposed wall 38.0 If 11.5 It 3 Room height 9,3 It heallcool 9.3 ft heat/cool 4 Room dimensions 13.0 x 25.0 It 1.0 x 155.0 It 5 Room area 325.0 ft2 155.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-1F) Btuwftx) or perimeter (ft) Btuh) or perimeter (ft) Btuh) H- t7 Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 UI 12C-Osw 0,091 n 2.52 2.35 0 0 0 0 0 0 0 0 2A- 2om 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0 2A- 2om 0.540 n 14,96 15.94 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 n 5.57 4.37 121 73 408 321 0 0 0 0 11 2A-2om O.540 n 14.96 14,08 0 0 0 0 0 0 0 0 2A- 2omd 0.620 n 17.17 16.08 48 0 824 772 0 0 0 0 t- C' 12C- Osw 0.091 a 2,52 2.35 0 0 0 0 0 0 0 0 2A- 2om 0,540 e 14.96 39,23 0 0 0 0 0 0 0 0 y! 13A-20cs 0.201 e 5,57 4.37 233 201 1117 877 107 91 507 398 t-- G 2A-2om 0.540 e 14,96 33.86 33 0 489 1107 16 0 244 553 12C- Osw 0.091 s 2.52 2.35 0 0 0 0 0 0 0 0 2A- 2om 0.540 s 14.96 15.94 0 0 0 0 0 0 0 0 2A- 2om 0.540 s 1496 17.03 0 0 0 0 0 0 0 0 V/ t--_ 0 13A- 2ocs 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 11JO 0.600 s 16.62 18.51 0 0 0 0 0 0 0 0 Vjl 120-0sw 0.091 w 2.52 2.35 0 0 0 0 0 0 0 0 2A- 2om 0.540 w 14.96 39,23 0 0 0 0 0 0 0 0 tt} I 13A-20cs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 t_-- G 2A-2om 0.540 w 14.96 3186 0 0 0 0 0 0 0 0 f 12B-0sw 0,097 2.69 1,75 0 0 0 0 168 168 451 294 11 D0 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 166-38ad 0.026 0.72 1.41 0 0 0 0 0 0 0 0 F 2OP-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-cp1 0,989 2T40 0.00 325 38 1041 0 155 12 315 0 6 c) AED excursion 200 98 Envelope loss/gain 3880 2876 1517 1343 12 a) Infiltration 666 216 202 65 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 1200 0 Subtotal ( lines 6 to 13) 4546 4292 1719 1409 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4546 4292 1719 1409 15 Duct loads 221% 33°% 1017 1431 22% 33-/,l 3841470 Total room load 5563 5722 2104 1878 Air required (cfm) 259 245 98 80 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htso t" 2018-Jan-1710:37:17 Right - Suited Universal 2017 17.p.23 RSU23828 Rage 2 ndCGRS\ Lot75KensingtonReserveSummerlandCGRS.rup Calc - MJ8 House faces: S wrightsoft, Right-J® Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.831-2665 Job: Lot75Kensing ton ReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name POWDER MASTER SUITE 2 Exposed wall 12.5 If 30.0 It 3 Room height 9.3 It heat/cool 8.0 it heat/cool 4 5 Room dimensions Room area 4. 5 x 8.0 It 36. 0 It, 16. 5 x 13.5 It 222. 8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/Wt -'F) BtuWft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VL 12C-0sw 0.091 n 2.52 2.35 0 0 0 0 132 117 294 275 2A- 2om 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0 j2A-2om 0.540 n 14.96 15.94 0 0 0 0 15 0 228 243 GG T13A- 20cs 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 i t 2A-2om 0.540 n 14,96 14.08 0 0 0 0 0 0 0 0 2A- 2omd 0.620 n 17.17 16.08 0 0 0 0 0 0 0 0 Vf! C 12C- 0sw 0.091 a 2.52 2.35 0 0 0 0 0 0 0 0 2A- 2om 0.540 e 14.96 39.23 0 0 0 0 0 0 0 0 y! 13A-2ocs 0.201 e 5.57 4.37 0 0 0 0 0 0 0 0 2A- 2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 y! 12C-0sw 0.091 s 2.52 2.35 0 0 0 0 0 0 0 0 L-( G 2A-2om 0.540 s 14.96 15.94 0 0 0 0 0 0 0 0 2A- 2om 0.540 s 14.96 17.03 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 s 5.57 4.37 42 42 234 184 0 0 0 0 11J0 0.600 s 16.62 18.51 0 0 0 0 0 0 0 0 Vj! 12C-0sw 0.091 w 2.52 2.35 0 0 0 0 108 93 234 218 G 2A-2om 0.540 w 14.96 39.23 0 0 0 0 15 0 228 598 13A- 20cs 0.201 w 5.57 4.37 75 75 416 326 0 0 0 0 R t- 3 2A- 2om 126- 0sw 0. 540 0. 097 w 14.96 2. 69 33. 86 1. 75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t 1DO 0.390 n 10,80 12.03 0 0 0 0 0 0 0 0 C 166-38ad 0.026 0.72 1.41 7 7 5 10 223 223 160 315 F 2OP-13c 0.068 1.88 0,98 0 0 0 0 0 0 0 0 F 22A-cpl 0.989 27.40 0.00 36 13 342 0 0 0 0 0 6 c) AED excursion 26 77 Envelope loss/gain 997 493 1145 1726 12 a) Infiltration 219 71 451 146 b) Room ventilation 0 0 01 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/ other 0 600 Subtotal ( lines 6 to 13) 1216 564 1596 2702 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1216 564 1596 2702 15 Duct loads 122% 33% 272 188 251/6 44% 396 1185 Total room load 1488 752 1992 3887 Air required (cfm) 69 32 93 166 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4 ~ - - pf - wrightsoft" 2018-Jan-17 10:37:17 RighbSuite( 87 Universal 2077 17.0.23 RSU23828 Page 3 ndCGRS\ Lot75KensingtonReserveSummerlandCGRS.rup Calc - MJ8 House faces: S F wrightsoft" Right-J® Worksheet Entire House DEL AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-831.2665 Job: Lot75Ken sing ton ReserveSu.., Date: 06.03.15 By: BENTLEY 1 Room name MASTER WIC MASTER BATH 2 Exposed wall 5.0 It 10.5 It 3 Room height 8.0 It heat/cool 8.0 It heat/cool 4 Room dimensions 5.0 x 5.5 It 1.0 x 102.8 It 5 Room area 27.5 ft2 102.8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft °F) Btuh/ft2) or perimeter (fq Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vj! 12C-Osw 0,091 n 2.52 2.35 40 40 101 94 36 31 78 73 2A- 2om 0.540 n 14.96 15.94 0 0 0 0 5 0 75 80 I-__ 1C 2A-2om 0.540 n 14,96 15.94 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 11 2A-2om 0,540 n 14.96 14.08 0 0 0 0 0 0 0 0 2A- 2omd 0.620 n 17.17 16.08 0 0 0 0 0 0 0 0 V! 12C-Osw 0.091 a 2.52 2.35 0 0 0 0 48 48 121 113 I-{ 2A-2om 0.540 e 14.96 39.23 0 0 0 0 0 0 0 0 13A- 2ocs 0,201 e 5.57 4.37 0 0 0 0 0 0 0 0 2A- 2om 0.540 e 14,96 33.86 0 0 0 0 0 0 0 0 12C- 0sw 0.091 s 2.52 2.35 0 0 0 0 0 0 0 0 2A- 2om 0.540 s 14.96 15.94 0 0 0 0 0 0 0 0 2A- 2om 0.540 s 14.96 17.03 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 s 5,57 4.37 0 0 0 0 0 0 0 0 11J0 0.600 s 16.62 18.51 0 0 0 0 0 0 0 0 Vj! 12C-Osw 0.091 w 2.52 2.35 0 0 0 0 0 0 0 0 I--( 2A-2om 0,540 w 14.96 39.23 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 2A- 2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0 P L--- D 126- 0sw 0.097 2.69 1.75 0 0 0 0 0 0 0 0 11D0 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 L41 28 28 20 39 103 103 74 145 F 20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-cpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 7 21 Envelope loss/gain 121 126 348 390 12 a) Infiltration 75 24 158 51 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 01 10 Subtotal ( lines 6 to 13) 196 150 506 441 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 196 150 506 441 15 Duct loads 1251 441% 49 66 25% 44% 126 194 Total room load 2" 216 631 635 Air required (cfm) 11 9 29 27 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft" 2018-Jan-1710:37:17 Right- SuiteO Universal 2017 17.0.23 RSU23828 Page 4 ndCGRS\ Lot75KensingtonReserveSummerlandCGRS.rup Calc - MJ8 House faces: S IoilF wrilghtsofk, Right-J® Worksheet Entire House DEL AIR HEATING & AIR CgNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-831-2665 Job: Lot751i(ensingtonReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name MASTER W.C. BED 2 2 Exposed wall 9.0 It 10.5 It 3 Room height 8.0 It heat/cool 8.0 it heat/cool 4 5 Room dimensions Room area 3.5 x 5.5 It 19.3 ft2 13.0 x 10.5 It 136.5 112 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ftz°F) Btuhlft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/PfS Heat Coal 6 V 12C-0sw 0.091 n 2.52 2.35 28 28 71 66 0 0 0 0 iL_ G_G 2A-2om 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0 2A-2om 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0 13A-20cs 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 11 T 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 G 2A-2omd 0.620 n 17,17 16.08 0 0 0 0 0 0 0 0 yf t---C: 12C-0sw 0.091 a 2.52 2.35 44 44 111 104 84 69 173 162 2A-2om 0.540 e 14.96 39.23 0 0 0 0 15 0 228 598 V+t L--1a 13A-2ocs 0.201 e 5,57 4,37 0 0 0 0 0 0 0 0 2A-2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 12C-0sw 0.091 s 2.52 2.35 0 0 0 0 0 0 0 0 2A-2om 0.540 s 14.96 15.94 0 0 0 0 0 0 0 0 2A-2om 0.540 s 14.96 17.03 0 0 0 0 0 0 0 0 VN I-D 13A-2ocs 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 11J0 0.600 s 16.62 18.51 0 0 0 0 0 0 0 0 V 12C-0sw 0.091 w 2.52 2.35 0 0 0 0 0 0 0 0 t--! 2A-2om 0.540 w 14,96 39.23 0 0 0 0 0 0 0 0 V1 13A-2ocs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 L-{" 2A-2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0 PL-.--D 12B-0sw 0.097 2.69 1.75 0 0 0 0 0 0 0 0 11DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 19 19 14 27 137 137 98 193 F 20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-cpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 11 13 Envelope lossigain 195 186 500 966 12 a) Infiltration 135 44 158 51 b) Room ventilation 10 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 331 230 658 1017 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 331 230 658 1017 15 Duct loads 25% 44% 82 101 25% 44% 163 446 Total room load 413 330 821 1463 Air required (cfm) 19 14 38 63 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri ht Oft 2018-Jan•1710:37:17 I& Right•Suite® Universal 2077 17.0.23 RSU23628 Page 5 ndCGRSiLot75KensingtonReserveSummerlandCGRS.rup Calc a MJ8 House faces: S f+- wrightsoft" Right-J® Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot75KensingtonReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name BED 3 BED 4 2 Exposed wall 10.5 it 27.5 If 3 Room height 8.0 It heat/cool 8.0 ft heat/cool 4 5 Room dimensions Room area 13.0 x 10.6 It 137.6 ft2 10.5 x 17.0 It 178.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/W-1F) BtulVft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 T 12C-Osw 0.091 n 2,52 2.35 0 0 0 0 0 0 0 0 2A-2om 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0II--( 2A-2om 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0 13A-2ocs 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 11 i-G 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 I-C 2A-2omd 0.620 n 17.17 16.08 0 0 0 0 0 0 0 0 yl L.--G 12C-Osw 0.091 a 2.52 2.35 84 69 173 162 136 136 343 320 2A-2om 0.540 e 14.96 39.23 15 0 228 598 0 0 0 0 13A-2ocs 0.201 e 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 12C-0sw 0.091 s 2.52 2.35 0 0 0 0 84 69 173 162 2A-2om 0.540 s 14.96 15.94 0 0 0 0 0 0 0 0 2A-2om 0.540 s 14.96 17.03 0 0 0 0 15 4 228 260 t-.O 13A-2ocs 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 11J0 0.600 s 16.62 18.51 0 0 0 0 0 0 0 0 4iJ 12C-Osw 0.091 w 2.52 2.35 0 0 0 0 0 0 0 0 1 2A-2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 13A-2ocs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0 P L-D 12B-Osw 0.097 2.69 1.75 0 0 0 0 0 0 0 0 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1,41 137 137 98 193 179 179 129 252 F 20P-13c 0,068 1.88 0.98 0 0 0 0 137 137 257 133 F 22A-cpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 13 23 Envelope loss/gain 500 966 1130 1104 12 a) Infiltration 158 51 413 134 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants c@ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 658 1017 1543 1238 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 658 1017 1543 1238 15 Duct loads 25 % 44% 163 446 25% 44 % 383 543 Total room load 821 1463 1927 1781 Air required (cfm) 38 63 90 76 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr1 ht s1 o 2018-Jan-17 10:37:17 Right -Suited Universal 2017 17.0.23 RSU23828 Page 6 ndCGRS\Lot75KensingtonReserveSummerlandCGRS,rup Calc a MJ8 House faces: S INJ Ir wrightsoft' Right-J® Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot751(ensingtonReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name MASTER WIC 2 BATH 2 Exposed wall 7.0 It 0 It 3 Room height 8.0 ft heat/cool 8.0 It heat/cool 4 5 Room dimensions Room area 5.5 x 7.0 It 38.5 ft2 5.5 x 10.5 It 57.8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-IF) BtufUft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vj/ 12C-0sw 0.091 n 2.52 2.35 0 0 0 0 0 0 0 0 2A-2om 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0 2A-2om 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0 Vfl 13A-2ocs 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 11 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0LI-G 2A-2omd 0.620 n 17.17 16.08 0 0 0 0 0 0 0 0 y/ G 12C-Osw 0.091 a 2.52 2.35 0 0 0 0 0 0 0 0 2A-2om 0.540 a 14.96 39.23 0 0 0 0 0 0 0 0 y! f-C 13A-20cs 0.201 a 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 Vy 12C-Osw 2A-2om 0.091 0.540 s s 2.52 14.96 2.35 15.94 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om 0.540 s 14.96 17.03 0 0 0 0 0 0 0 0 13A-2ocs 0.201 S 5.57 4.37 0 0 0 0 0 0 0 0 11J0 0.600 s 16.62 18.51 0 0 0 0 0 0 0 0 Vj! G 12C-Osw 2A-2om 0.091 0.540 w w 2.52 14.96 2.35 39.23 56 0 56 0 141 0 132 0 0 0 0 0 0 0 0 0 t-G 13A-2ocs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 R D 2A-2om 1213-0sw 0.540 0.097 w 14.96 2.69 33.86 1.75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11D0 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C F 166-38ad 20P-13c 0.026 0.068 0.72 1.88 1.41 0.98 39 0 39 0 28 0 54 0 58 0 58 0 42 0 82 0 F 22A-cpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 10 4 Envelope loss/gain 169 176 42 78 12 a) Infiltration 105 34 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 274 210 42 78 Less external load 0 0 0 0 14 Less transfer Redistribution Subtotal 0 0 274 0 0 210 0 0 42 0 0 78 15 Duct loads 251 44% 68 92 25 % 441% 10 34 Total room load 342 303 52 112 Air required (cfm) 16 13 1 1 2 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. P wrights43 t` 2018-Jan-1710:37:17 Right-SuiteO Universal 2017 17.0.23 RSU23828 Page 7 ndCGRS\Lot75KensingtonReserveSummerlandCGRS.rup Cale m MJ8 House faces: S 7r wrightsoftw Right-J® Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot75KensingtonReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name LAUNDRY LOFT 2 Exposed wall 0 It 48.0 It 3 Room height 8.0 It heat/cool 8.0 ft heat/cool 4 5 Room dimensions Room area 7.5 x 9.5 It 71.3 ft2 1.0 x 379.8 It 379.8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number BtulVftz°F) BtuNW) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6T 12C-Osw 0.091 n 2.52 2.35 0 0 0 0 0 0 0 0 2A-2om 2A-2om 0.540 0.540 n n 14.96 14.96 15.94 15.94 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 13A-2ocs 2A-2om 0.201 0.540 n n 5.57 14.96 4.37 14.08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2omd 0.620 n 17.17 16.08 0 0 0 0 0 0 0 0 V+/- T6 12C- Osw 2A- 2om 0. 091 0. 540 a e 2. 52 14. 96 2. 35 39. 23 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A- 20cs 2A- 2om 0. 201 0. 540 a e 5. 57 14. 96 4. 37 33. 86 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V 1 12C-Osw 0.091 s 2.52 2.35 0 0 0 0 152 125 314 293 t- G 2A-2om 0.540 s 14.96 15.94 0 0 0 0 12 12 179 191 2A- 2om 0.540 s 14.96 17.03 0 0 0 0 15 4 228 260 13A- 2ocs 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 11J0 0.600 s 16.62 18.51 0 0 0 0 0 0 0 0 t-- 12A-2om 12C- 0sw 0.091 w 2.52 2.35 0 0 0 0 232 232 585 546 0. 540 w 14.96 39.23 0 0 0 0 0 0 0 0 13A- 2ors 0.201 w 5.57 4.37 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 P L- D 126- 0sw 11 DO 0. 097 0. 390 n 2. 69 10. 80 1. 75 12. 03 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C F 166- 38ad 20P- 13c 0. 026 0. 068 0. 72 1. 88 1. 41 0. 98 71 0 71 0 51 0 101 0 380 155 380 155 273 291 537 151 F 22A-cpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 1-31 63 Envelope loss/gain 51 69 1871 1914 12 a) Infiltration 0 0 722 234 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 600 0 Subtotal ( lines 6 to 13) 51 669 2593 2148 Less external load 0 0 0 0 14 Less transfer Redistribution Subtotal 0 0 51 0 0 669 0 0 2593 0 0 2148 15 Duct loads 125 44% 13 294 25 % 44 % 644 942 Total roam load 64 963 3237 3090 Air required (cfm) 3 41 1151 132 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsaft r` 2018-Jan-17 10:37:17 Right - Suite® Universal 2017 17.0.23 RSU23828 Page 8 ndCGRS\ Lot75KensingtonReserveSummerlandCGRS.rup Calc - MJ8 House faces: S Duct System Summary Job: LoMKensingtonReserv... wriCjhtsOft' Date: 06.03.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 InformationProject For: RYAN HOMES 2334 KELMSCOTT COURT, SANFORD, FL 32773 External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H 20 0.275 in/ 100ft 1283 cfm Cooling 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H 20 0.275 in/100ft 1283 cfm 124 ft Supply Branch Detail Table Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH c 112 2 5 0.461 4.0 Ox 0 VIFx 3.8 70.0 BED 2 c 1463 38 63 0.328 6.0 Ox 0 VIFx 18.8 85.0 st2 BED 3 c 1463 38 63 0.414 6.0 Ox 0 VIFx 12.1 70.0 BED h 1927 90 76 0.376 6.0 Ox0 VIFx 20.5 70.0 GREAT RM h 3944 183 158 0.285 8.0 Ox 0 VIFx 29.4 90.0 SO GREAT RM-A h 3944 183 158 0.296 8.0 Ox0 VIFx 24.7 90.0 st1 LAUNDRY c 963 3 41 0.447 4.0 Ox 0 VIFx 6.0 70.0 LOFT h 3237 151 132 0.411 8.0 Ox 0 VIFx 12.8 70.0 MASTER BATH h 631 29 27 0.312 5.0 Ox 0 VIFx 23.9 85.0 st2 MASTER SUITE c 3887 93 166 0.319 8.0 Ox 0 VIFx 21.6 85.0 st2 MASTER W.C. h 413 19 14 0.296 4.0 Ox0 VIFx 29.7 85.0 st2 MASTER WIC h 244 11 9 0.309 4.0 Ox0 VIFx 25.0 85.0 st2 MASTER WIC 2 h 342 16 13 0.306 4.0 Ox0 VIFx 26.1 85.0 st2 NOOK/KITCHEN h 5563 259 245 0.275 9.0 Ox 0 VIFx 33.8 90.0 SO POWDER h 1488 69 32 0.288 5.0 Ox0 VIFx 28.0 90.0 SO STUDY h 2104 98 80 0.279 6.0 Ox 0 VIFx 32.0 90.0 SO I Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk sti Peak AVF 793 674 0.275 568 16.0 0 x 0 VinlFlx st2 Peak AVF 207 292 0.296 536 10.0 0 x 0 VinlFlx 2018-Jan-17 10:37:18 A;+ z, wrightSOft' Right -Suite@ Universal 2017 17.0.23 RSU23828 Page 1 a9C liP...ndCGRS\Lot75KensingtonReserveSummerlandCGRS.rup Cale - MJ8 House faces: S Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matt Trunk rb1 Ox 0 1283 1283 0 0 0 0 Ox 0 VIFx 2018-Jan-17 10:37:18 AC-.wrightsoft' Right-SuiteO Universal 2017 17.0.23 RSU23828 Rage 2 ndCGRS\Lot75KensingtonReserveSumrnerlandCGRS.rup Calc m MJ8 House faces: S 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: This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). Energy Performance Level (EPL) Display Card (one page) HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report (usually one page) if Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGaugeS - USRCSB v6.0 1lt 7l2016 9:26:11 AM Page 1 of 1 I NOTE TO BUILDERMST PROVIDE UNRESTRICTED II i d INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS II I tTransfer ducts/gHtts sized in complianceli IwIth Florida Residential Building Code-MI602.4 otQnced return air. XCEPTIONS 1-3 "AirIi 1 II 3' bath duct CZ to roof cap < W/f an Nutone 6 6RNB w 14x8 Iwcd 160 4' x4 10 i0xio 2wcd 245 7 4 I0x6 1wcd 7 0 rag 9. Pq 14x8 lwcd Z0 U Q_ d 110 4 11-4. 14' 6' rc Fm U 10x6 lwcd x r 4 7~4r >- CL 4-> 0 w 0 C C 8 4 1 cnwas d Q 10' Ox6 rao Z 4- 0F-2 0 I'll :3 4 Y) 4-> 3: Z Ox6 rag PCI 14x 160 alp LLJ 6 w6' U Cl fl I 10x6 Iwcd so 10x6 is, U (T 4 x6 rag 8x4 0.0 CL& 40 CD 4- _C x 0 ad) 0 cc iQLd0 A0 4 410 :3 WiY) -I-'-> 3: Z wagr 20 6 ragl o n') td 'Ao j" FA 14xeiwcd R) -.d r 0 130 x 75 td 4 1Li I— R) roar v4rcAA d 3.5 TON W/81KW @240V IPH X > platform by Q btdr Li 1843 pien scale Jl/8'=1'0' "GA w4dic ------------------ r 24x14 rad td ry Li zID E:1 U-) 1.1 LLJ F-i 0 m CD Z D Ln W W Rating 0 71 Z LLJjZ E5 _j 0 =5 < ry Must have a mInImum clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 Insulation value. m IL _j U) 0 C) 0% Sk AIM aTs-, Orl'4 / 00 C-t- 4of 1, AL,7M sa 'OT 7S ),L-A-4 x P+ Pl-(AMe?t 14C"- 001 af6wr 01.0 C,geA*T i e, VTIV Plumbing, or., Lf 3 IZO DESCRIPTION AS FURNISHED: Lot 75, KENSINGTON RESEP,VE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: Ryan HomesINVR Inc. Rl , t of>y LOT 30 PALM HAMMOCK ALLOTMENT PLAT BOOK 1, PAGES 104-105 NOT INCLUDED 9i r 50 II6 °sj ., R L LOT 75 5p. `j 47.42' 35.06' \ ra A• A O 2B.0 0 o LANAI w o 1s.ss' 19.66' o PROPoseo Moa LOT 76 2 rla DRA C (Y LOT 74 ENTRY ? 9.68' DRIVE 5.60' Qk to construct single family home 25. _ 26.89' with setbacks and impervious area ESMr`' 29 shown on plan. 26.Lk 'I. , WALK a=4ro6' 17' (jUM&'z `fLAJ A/(- - ?- R-55.00' . ' l CUR \ L=45.25',' D=28057'18 " P.C. OF d R=55.00' LOT 77 L=27.79' C=27.50' CB=S 61 R17'47" W ATELffSCOTT COURT PRIVATE R/W R/W WIDTH VARIES) PROPOSED = FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY BUILDING S A A F RN1SH D PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS FRONT = 25 REAR = 20' PROPOSED DRAINAGE FLOW C 0 IMPERVIOUS COVERAGE - 2,343t SQUARE FEET OR 25.47. SIDE 5' FOR 40' LOTS LOT GRADING TYPE A i p5Q LOT CONTAINS 9,227t SQUARE FEET LIVING AREA CONTAINS 1,546t SQUARE FEET SIDE = 7.5' FOR 60' LOTS SIDE = 10' FOR 75' LOTSPROPOSEDFINISHFLOORPERPLANS - 30.9 Q CONC/LANAI/PORCH CONTAINS 795t SQUARE FEET SIDE STREET = 25' OIRUSEYVHE_T'..R-ISFCOTT & ASSOC, INC. - LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P PLAT PDL. POINT ON LINE NOTES: FTP. FTELDIRON RIPE TYP. PR.C. TYPICALPOINTDF REVERSE CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF IR. C.H. IRON ROD CONCRETE MONUXE PL.C. MAD. POINT OF COWDLBND CURVATURE RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 54-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027• FLORIDA STATUES SET I.R. IR.•/BLB 4396I/ZRECOVERED NON -RADIAL 2. UNLESS EMBOSSED MTN SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VALID. REC. REC VVPP. WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TIRE INFORMATION FURNISHED TO THE SURVEYOR, THERE MAY BE OTHER RESTRICTIONS PA. B. POINT OF BEGINNING CALL CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. PA. C. POINT OF COMMENCEMENT PREY PERMANENT REFERENCE MONUMENT 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. A CENTERLINE NAIL 4 DISK FT, B.S.L. FINISHED FLOOR ELEVATION BUILDING SETBACK LINE 5, THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. R/ MAT B.M. BASEHBEAR 5• DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. ESM fSMT. EASEMENT EASEMENT B.H. BASE BEARMARKING 7. BEARINGS. ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) DRAIN. DRAINAGE 8. ELEVATIONS, IF SHOWN, ARE BASCD ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. CL• LFC. UTILITYWHAM LINKFENCEP. CERTIFICATE OF AUTHORIZATION Na. 1596. vD.FC. C/B WOOD FENCE CONCRETE BLOCK SCALE I- i' 3O'---I DRAWN BY; •"• PC, P• T. POINT OF CURVATURE POINT OF TANGENCY pAIE OROER NR. CERTIFIED Dr: DESC, R DESCRIPTIONRADIUS PLOT PLAN 12-22— 17 5848— 1 7 L D LENGTHARC LDELTAC CHORD C.B. CHORD BEARING NORTH THIS BUILDING/ PROPERTY DOES NOT LIEr— .•L`--. THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM' TO W RUSENM I R. JAME W. SCOTT, . L.S d ZONE ""X" MAP / 12117CO09OF (09-28-07) AL t A FLORIDA CORPORATION 4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 PH: 772-409-1010 FX: 772-409-1015 www.AlTruss.com TRUSS ENGINEERING BUILDER: RYAN HOMES PROJECT: KENSINGTON RESERVE COUNTY: SEMINOLE LOT/BLK/MODEL: LOT:75 / MODEL:SUMMERLAND / ELEV:C / GAR R MASTER#: WRCSUCE OPTIONS: 26X10 EX LANAI Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA CORPORATION RE: Job WRCSUCE Site Information: Customer Info: RYAN HOMES Project Name: Lot/Block: Address: City: Model: SUMMERLAND "C" Subdivision: County: VARIES A-1 Roof Trusses 4451 St Lucie Blvd Fort Pierce, FL 34946 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/TPI2014 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 -86 individual, dated Truss Design Drawings and 16 Additional Drawings. With my seal affixed to this sheet, 1 hereby certify that 1 am the Truss Design Engineer and this index sheet conforms to 61 G 1 5-31.003,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 A0193417 A01 12/19/17 13 A0193429 CJ2P 12/19/17 25 A0193441 FLO1 12/19/17 2 A0193418 A02 12/19/17 14 A0193430 CJ3 12/19/17 26 IA0193442 FL02 12/19/17 3 A0193419 A03 12/19/17 15 A0193431 CJ3A 12/19/17 27 IA0193443 FL03 12/19/17 4 A0193420 A04 12/19/17 16 A0193432 CAP 12/19/17 28 A0193444 FL04 12/19/17 5 A0193421 A05 12/19/17 17 IA0193433 CJ5 12/19/17 29 A0193445 FL05G 12/19/17 6 A0193422 A06 12/19/17 18 A0193434 D05 12/19/17 30 A0193446 FL06GE 12/19/17 7 A0193423 A07 12/19/17 19 A0193435 E01 12/19/17 31 A0193447 FL07 12/19/17 8 IA0193424 B03 12/19/171 20 A0193436 E02 12/19/17 32 A0193448 FL08 12/19/17 9 A0193425 B03E 12/19/171 21 A0193437 E03 12/19/17 33 IA0193449 FL09G 12/19/17 10 A0193426 B04 12/19/17 22 A0193438 FG2 12/19/17 34 A0193450 FL10 12/19/17 11 A0193427 CA 12/19/17 23 A0193439 FG3 12/19/17 35 A0193451 FL11GE 12/19/17 12 A0193428 I CAA 12/19/17 24 A0193440 FG6 12/19/17 36 A0193452 HJ5C 12/19/17 The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided byA-1 Koot IruSSe$, Ltd. Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2019. ..ritilltta._ 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, perANSUTPI-1 Sec. 2. The Truss Design Drawing(sj(TDDISD referenced have been prepared based on the construction documents (also referred to at times as 'Structural Engineering Documents) provided by the Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to Anthony Tombo III PE by [Al Roof Trusses or specific location]. These TDDs (also referred to at times as 'Structural Engineering Documents') are specialty structural component designs and may be part of the project's deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty Engineer), the seal here and on the Too represents an acceptance of professionalnnthQp T. engineering responsibility for the design of the single Truss depicted on the TDD on y Ttne Building Designer Is responsible for and shall coordinate and review the TDDs for compatibility with their written engineering requirements. Please review all TDDs and all related notes. Page 1 of 2 Rr•+eel s t_ sot rim r. TMry . III, P.E. SERIAL #: 38 BC A2 2100 00 00 00 4C 12 97 DF Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. TRUSSES A FLOMA OORPORATION RE: Job WRCSLICE No. Seal # Truss Name Date 37 A0193453 HJ6P 12/19/17 38 A0193454 HJ7 12/19/17 39 A0193455 J5A 12/19/17 40 AO193456 J5C 12/19/17 41 A0193457 BE 12/19/17 42 A0193458 J61? 12/19/17 43 A0193459 J7 12/19/17 44 A0193460 M6A 12/19/17 45 A0193461 M6B 12119/17 46 A0193462 MG7 12/19/17 47 A0193463 VM3 12/19117 48 A0193464 VM5 12/19/17 49 STDL01 STD. DETAIL 12/19/17 50 STDL02 STD. DETAIL 12/19/17 51 STDL03 STD. DETAIL 12/19/17 52 STDL04 STD. DETAIL 12/19/17 53 STDL05 STD. DETAIL 12/19/17 54 STDL06 STD. DETAIL 12/19/17 55 STDL07 STD. DETAIL 12/19/17 56 STDL08 STD. DETAIL 12/19/17 57 STDL09 STD. DETAIL 12/19/17 58 STDL10 STD. DETAIL 12/19/17 59 STDL11 STD. DETAIL 12/19/17 60 STDL12 STD. DETAIL 12/19/17 61 STDL13 STD. DETAIL 12/19/17 62 STDL14 STD. DETAIL 12/19/17 63 STDL15 STD. DETAIL 12/19/17 64 STDL16 STD. DETAIL 12/19/17 Page 2 of 2 Truss Truss Type Qty RYAN HOMES ! SUMMERLAND A0193417JobWRCSUCEA01HipGirder1 PIY 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTak Industries, Inc. Tue Dec 19 14:43:32 2017 Page 1 10:?sOQvllzBGko2hFpRYibzzzOpep-ZEaEo?kEjWVeJigXtT_xk9Xmb4F?4uZH2oLWvKy70 P 1-07-" 124-9 17-7-7 23-0.0 30-M 31-0 1- 0 7-0.0 54-9 5-2-13 54-9 7-0-0 -0 Dead Load Defl. = 5116 in 400 = 2x4 11 3x8 = 500 MT20HS= 3x6 = 2x4 II 4x10 = LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d TCLL 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 BCDL 10.0 Code FBC2017(fP12014 Matrix -MS Wind(LL) 0.34 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 N0.3, Right: 2x4 SP N0.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-2-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation_.guide. REACTIONS. ( lb/size) 2 - 249VO-3-8 (min. 0-2-1) 7 - 2494/0-3-8 (min. 0-2-1) Max Horz 2 = 59(LC 8) Max Uplift 2 = 825(LC 4) 7 - 825(LC 5) Max Grav 2 = 2494(LC 1) 7 - 2494(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3=-5140/1712, 3-20=-6367/2231, 20- 21=-6367/2231, 4-21 =-6367/223 1, 4- 22=-6367Y2231, 22-23=-6367/2231, 23- 24=-636712231,5-24=-6367/2231, 5- 25=-639012241, 25-26=-6390/2241, 6- 26=-639012241, 6-7=-5135/17 10 BOTCHORD 2- 13=-1489/4652, 13-27=-1485/4668, 27- 28=-1485/4668,12-28=-1485/4668, 12- 29=-2125/6390, 11-29=-2125/6390, 11- 30=-2125/6390, 10-30=-2125/6390, 10- 31=-149014663, 31-32=-1490/4663, 9-32=- 1490/4663, 7-9=- 1494/4648 WEBS 3-13=0/ 504, 3-12=-732/2061, WEBS 3-13=0/ 504, 3-12=-732/2061, 4-12=-690/480, 5-10=-700/478, 6-10=-746/2092, 6-9=0/494 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.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-" 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 825 lb uplift at joint 2 and 825 lb uplift at joint 7. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 240 lb down and 238 lb up at 7-0-0, 123 lb down and 143 lb up at 9- 0-12, 123 lb down and 143 lb up at 11-0-12 123 lb down and 143 lb up at 13-0-12, 123 lb down and 143 lb up at 15-0-0, 123 lb down and 143 lb up at 16-11-4. 123 lb down and 143 lb up at 18-11-4, and 123 lb down and 143 lb up at 20-11-4, and 240 lb down and 238 lb up at 23-M on top chord, and 365 lb down and 82 lb up at 7-0-0, 88 lb down at 9-0-12, 88 Ib down at 11-0-12, 88 lb down at 13-0-12, 88 Ib down at 15-0- 0, 881b down at 16-11-4, 88 lb down at 18-11-4, and 88 lb down at 20-11-4, and 365 lb down and 82 lb up at 22-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. PLATES GRIP MT20 244/ 190 MT20HS 187/143 Weight: 164 lb FT = 0% 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, 3-0=-60, 6-8=-60, 14-17=-20 Concentrated Loads (lb) Vert: 3=-193(F) 6=-193(F) 11=-70(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) MYE' Eb4 Mrxph mN+ M`IJ 19lXlt6tFi l'fEw{r,yg{I EEEX4tCdMBGIS iII41CX{1 E!f?XIIIQi"iEiWEltf'MR lahlet r E.lmMlllWnNlrRr nAn lmt kfyeMFNy:I WMMr..{i.[wMm.1I.kMA4r SAMMbn rn ltltxr rta•m 69NwMEM. Mr Anthony T. Tombo 111, P. X4nca rpws sMWttN ExMiRWknkt. ssr has Wxp hpw iu,'.r.rEryKw',M wlwwtl4 nrrr MwanpwrXM pAxuW aE.r«Are:Ew++MSEMMwsyrAMs.jelm:Er Na MEotr6{.+la Enl. Ek r+*nurMMrr. Mrrwtml.ret .a Wn E. Zt 80083 MtA&Rk. FbW(.*.*MWnWMWM110WM4451 St. Lucie Blvd. WbN. IW 4v"kyrtnm uWEM WMrkgr,• WS. E"a ow M'Xrr Fort Rierce, FL 34946XI nEnluNsacneMxr/. TE. twoC 10144-I 1whos- AMerk 1. lame to, tL. Rq(Nm'mdAEn rlawa6,amyteR. ispMYde4wMM4iRainra tenrissiwrketkl tael Gams"OsYL14.411ttt. Truss Truss Type Qty Ply RYAN HOMES / SUMMERLANQSUCELWRCobA02Hip11 A0193418 Job Reference a banal At Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: $.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MITek Industries, Inc. Tue Dec 19 14:43:33 2017 Page t ID:?sOQvllzBGko2hFpRYibzzzOpep-1 Q8c?LksUpdVxsFjQBVAHN4?gTbvpQ2QHS54Rmy7O_O r 7 -0_-q 9-" _ 15-" 21-0 0 30.0-0 31 9-0-d 9-0-0 6-0-0 6.0-0 t - 9-0 0 1-0 44 = 3x4 = 4x6 = Dead Load Dell. = 318 in 3x6 II 30 = 5x6 WB= 3x4 = 3x6 11 LOADING (psf) SPACING- 2-0-0 CS'- DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plata Grip DOL 1,25 TC 0.62 Vert(LL) 0.36 10-12 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(CT) 0.75 10-12 478 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.46 Horz(CT) 0.08 8 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Wind(LL) 0.16 12-15 999 240 Weight: 133 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 -Except` T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1 6-0, Right 20 SP No.3 I—" BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-10 oc bracing. MiTek recommends that Stabilizers and required crass bracing be installed during truss erection, in accordance with Stabilizer Installation uide. 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 13) 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=-709/0, 3-4=-2162/1409, 4-5=-1918/1412, 5-6=-1918/1412, 6-7=-2162/1409, 7-8=-709/0 BOTCHORD 2-12=-1089/1904, 11-12=-1345/2186, 10-11=-1345/2186,8.10=-1092/1904 WEBS 4-12=-94/494, 5-12=-463/310, 5-10=-463/310, 6-10=-94/494 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.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 crass has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 357 lb uplift at joint 2 and 357 lb uplift at joint 8. LOAD CASE(S) Standard INntty Msu Mw arnAM M'k1t114,etS i![i Nllll:LfSt(AMwYt i7lfQ/i1REFiYdCYtFIQkF1'Mw rA,rMTralaa«, aM ewi w«rwMlm, 6«Inn!!IIYWMfAwrl. faxs R.yf.MbwreLnMwe«a«u «M.n n1MwMIM. wM wta,owaa!««s ni k.MWM}Rt4ww. Asrheaste«R 4eKui. Sr«allfN«atMralwan ilrures wx pere4MnMeeG«xMrrw«wliupw MMlkMk yRMupU frvsil e/wMlrrwq.wN 1111 t eks nu«pws, pkquNer, aplArr Anthony T. Tornbo III, P.E. wl nr«ni,a,pe,q MlfphM mpaa Yrt4M0axr,MCn«4wMuN spxa MNNelM,T«,«M w,«dMK.M7I «AMIrl ww«ywa wFlni. M4nn«rMfwMwMY+«rMtm: wNMyM Nq. ««gyp «erxllewf«aq NHMMntyw,aapi * 60083 M Wighx«««twekw. asass sew Mtro wrMn«ms«r «M«aMtwata wsau wx..a t[9Ww«lkln wraun«w«www«+W s. asi aa sM«,rw,wa,aw,MunsM «. tins ks*EMw«rinn w««r«.rm 4451 st. Lude Blvd. laxfu McNNrtr«iq«frywewrgKdrr ynhrt iph+n Mps tpwx«IglM IdlyA«pa.w Uns Srnar tsyxsalw MMr. w«rrw N wa anNMNxlyrl. tort Pierce, FL 34946 pyryh 192@IAAIIad6nsrs Awbry Llae6e . rE. hpww#w dM1is iwreHt,uwy tee, is peMi49r/r4MwtM«sNkx pseissnxGw A I tadfirsas Who" Lla itK r.E. Job ss truss type QtY RYAN HOMES / SUMMERLAND AQ193419 WRGSUCE A03 Hip 2 PIY 1 Job Reference (optional) 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 Dec 19 14:43:33 2017 Page 1 ID:?sOQvllzBGko2hFpRYibzzzOpep-1 Q8c?LksUpdVxsFiOBVAHN4z2TcVpUDQHS54Rmy7O_O 1-0 7-1-8 11-0-0 19-0-0 22.10-8 30-" ;11-0 0 1-0- 7-1-8 3-10-8 8-0-0-3-10-8 7-1-8 1-0-0 Sx6 11 Sx6 11 Dead Load Dell. = 3/16 in 9cn 06 11 30 = 4x6 = 3x4 = 4x6 11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.58 13-16 622 360 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(CT) 0.77 13-16 465 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.36 13-16 995 240 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-" BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-15 oc purlins. BOTCHORD Rigid ceiling directly applied or 6-5-9 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 = 89(LC 12) Max Uplift 2 = 339(LC 12) 9 = 339(LC 13) Max Grav 2 = 1260(LC 1) 9 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1169/55, 34=-2186/1561, 4-5=-1968/1385, 5-6=-1800/1341, 6-7=-1968/1385, 7-8=-2186/1561, 8-9=-1169/55 BOTCHORD 2-13=-1 261/1953, 12-13=-96111800, 11-12=-961/1800,9-11=-126611953 WEBS 4-13=-362/394, 5-13=-152/438, 6-11 =- 152/438, 7-11 =-362/394 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; Enc1., 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 339 lb uplift at joint 2 and 339 lb uplift at joint 9. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 129 lb FT = 0% r bu.{.nmrsrwtNtmw.xr krromtrsus;sfi:traauzr=.mr:nentaraeM mtrlxmurerrarrr.rr,rr+rn w,.rna.M„rwr,„,y,ama4ntrwrua.,rr.r.xrta«,rxrskewen wuw,r.,»,.brw.r WtanwrasrlwsiMknMMM119 rekMl. batmsbnlr tlx,SMiwrrMrmeaxWwatM rr nnhwxurwrt4prtsaWa(Inn}rgnMlnrMikksprAMsiryN lmctkalaikiprNr,vllrL is ksgramrewf,4 ryrrr Mrrr, uRMAr Anthony T. Tornbo 111, P.E. 4451 St. Lucie Blvd, Zt W-or.t-f.gkMykMnywuMltok0—M4.welaMtlNkweMteMxrhsiMr,.ba1MI4Ar CMAtNA4aliAlM uk4lN.I.4pprnilMMMwrANIw0&tms.WMWdigxxge.nMxawMkuqilrNNMmaw,Mrttrl : 680083 t h'".otweas amnW"o, 10WW*MM Ik6ruk 4w nrAth MlMrAs WhniSt [Vpwnw{krFq.43powwwxmnMN.L1- Fort Fierte, FL 34946 omMMD141{ A-I tad 6srsses Axt"I'Aawloa;fl, kralvow of this dmaw.aMr Mw.is ponslne4 xnMwx 16 sanks i"*uioa boa A I rod tnsus AadootLiowAo iq.f[. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND WRCSUCE A04 Hip 2 1 A0193420 Job 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 Dec 19 14:43:34 2017 Page 1 I D:?sOQvl IzBGko2hFpRYibzzzOpep-Vci_DhIV F71 MYOgv_uOPpac4htsoYxdaV6gdzCy7O_N 1 6-5-13 13-0-0 17-" 23-6-3 1 30-M 31-0 0 6-5-13 6-6-3 4-M 6-6.3 6-5-13 4-0-0 4x6 It 4x6 11 Dead Load Deft. = 3/16 in 4x6 it 3x4 = 4x6 = 3x4 = 4x6 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.' TIC 1.00 Vert(LL) 0,45 11-20 799 360 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(CT) 0.60 11-13 596 240 BCLL 0.0 ' Rep Stress Inca 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. 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 Installakion 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 16) 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 BOT CHORD 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, 7-11=-465/531, 6-11=-222/498 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 358 lb uplift at joint 2 and 358 lb uplift at joint 9. LOAD CASES) Standard PLATES GRIP MT20 244/190 Weight: 133 lb FT = 0% f "A-f'M*'nne. th'MI Np [rRSfS(5(itH'}iE pil±W t(119 SiCi[tfNFgFEP}![p6xtIKllExrlMa Mr(kN*rweae rrWnMMR wlltllmx h!gtlnMly{i@ WM41M{I. IWeri.1! 1*w4Wk*trv. t6'n Rrtnx wMe t rll. wk retnmiape,fara -1* M Taxkn4a lsdnashyr[wl.a'<z.sryaln iyxa,MMd«+r RlrRranuw cgb sdhr lwW MrMn1mlRfA !takMgld tx smsM.r h.+an nn_n.rs Ksapxrs, MWqu w. »r Anthony T. Tombo III, P.E. W nedlnr 5xxk ar MaYl WMinrn Ogft a k c-, IM 4nwl MIwRA xMIMMMI0n7w.RMwIM1fIM K,M q(MpxWMin.IN ni WIfl 1. ik"ON Nw"%W. 00. rms.. 0" W i# 60083 M I AIYrIrsMrtWlwRxM. A#S, 0. M is Wflx po(n dP.O.ditW"(OFWSM7W.W.X%PWMMW..4INA-d-M4rpN pdw.. MlafrtMnrywflrlMl WfwfllY 4rxkwra..irou MgilprorwWlrtls Nw Ml+a.wku 4451 St. Lucie BIA. dM.xeMWkfisuacl grWsawW.Mf4yMrews rwM/. IMWrc!.MfxstspxWaPlMMkrr My x. slWns S(4s Egnxdnbulll.M aradRM lxxclneMrsrxtarl. Fort Pierce, FL 34946 CgpMM$2@il t-I tad FlasusfMdfaarLie b , EL teKM eaM1d6d1MsxwMe s, pl wttwlx. ispAaiu1 r91MosM srrfmWforNssiaka A-Ua[6flsses-bdaryLta Wlk, k.L Truss Truss Type Oty Ply RYAN HOMES / SUMMERLAND CSUCELWR A05 Common 5 1 A0193421 Job Reference o tional At Roof Trusses, Fort Pierce, FL 34946, designlattruss.com Run: 8.120 s Nov 12 2017 Print: 8.Page120sNov122017METekIndustries, Inc. Tue Dec 19 14:43:35 2017 Pa1 I D:?sOQvilzBGko2hFpRYibzzzOpep-zpGMQOm70RtOA9P6YcXeMn91ZHCwH I?jkmaAVfy7O_M 11-" 8-0-0 15-0-0 22-0-1 30-" 31-" 4- 0-0 8-0-0 T 7-0-1 7-0-0 7-11-15 1-0-0 5. 00 12 44 = 30 = 4x6 = 3x4 4X6 II 10- 0-15 19-11-1 LOADING ( psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud 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/TPI2014 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 purtins. 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 (Ib) or less except when shown. TOP CHORD 2- 3=-944/109, 34=-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=-129511966,14-23=-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-" tall by 2-M wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 374 lb uplift at joint 2 and 374 lb uplift at joint 10. LOAD CASE(S) Standard Dead Load Deft. = 1/4 in 1a 46 11 PLATES GRIP MT20 244/190 Weight: 137 lb FT = 0% Nn. r-rl.vkAw lfre.ln 0e'1a MWFi SfS (if::EP JAI I:dri It IIcB?fi71MIfRifr?xFraSrrlrMFMrM.. hnh kyr krxdnr.lnM Ms.titlms kdpMvg919 M4kAp 1.rW6.1t.W~AWWWm. kkud/.w•iw NO.M I*,.h h-- rsrsrrknNM/el*krd,t. hrtms N, tq-01, *I* him., 0*t—pg "a blots*, WOOM F tk kuRm ryxst, Mr N1 arMRks.xMAr Anthony T. Tombo 111, P.E. I80083kPpb1kkAh".. hwiiNoOwlAIR#wW*W—W*T"4IkNktMylfAlw. kAQfMNkrNsgrx.. hntS1Mfrrlko d.r Malkbrl.eSlnkfW.tkdort er, i,UFL Blvd. fort Pierce, FL 34M6 gyryMDlll4 -Ilxfinsus FxMatY l.txibe lq>f.E. kpeMRibsd Es lkaxdt.uxtlkaisrrMiWkivtNxltM nAke rerassix lob klfxf6nes Arao r t.tee6tU(,f1. Job Truss Truss Type Qty Pb RYAN HOMES ! SUMMERLANQ WRCSUCE A06 Hip 1 1 A0193422 Job Reference a honai At Roof Trusses, Fort Pierce, FL 34946, designQaltruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:43:352017 Page 1 1 D:?sOQvl IzBGko2hFpRYibzzzOpep-zpGMQOm7ORtDA9P6YcXeMn91cH H NHtf YjkmaAVfy70_M 1-0 6-05 9-" 10-84) 15-0-0 21-" 1 23-11-11 30-" 31_-_" 1-06-0-5 2-11-11 1-8.0 44-0 6-" 2-11-11 6-0-5 1' -0-d 4x4 4x4 = Dead Load Dell. - 7/16 in 4x6 II 3x8 = 5x6 WB= 3x8 = 4x6 II LOADING( psf) SPACING- 2-M CSI. DEFL. in (lac) Vdeft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.35 t4-16 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(CT) 0.79 14-16 454 240 BCLL 0.0 ' Rep Stress incr YES WB 0.46 Horz(CT) 0.08 12 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix -MS Wind(LL) 0,21 14-16 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-2-9 oc bracing. MiTek recommends that Stab=erection7, crassbracingbeinstalledduriaccordancewithStabilizerInsREACTIONS. ( Ib/size) 2 - 1260/0.3-8 (min, 0-1-8) 12 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 86(LC 13) Max Uplift 2 = 336(LC 12) 12 413(LC 13) Max Grav 2 - 1260(LC 1) 12 = 1260(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-730/249, 3-4=-2248/1576, 4- 5=-2086/1470, 5-7=-1723/1251, 7- 8=-1904/1404, 8-9=-1897/1384, 9- 10=-2056/1441,10-11=-2244/1560, 11- 12=-726/240 BOT CHORD 2- 16=-1290/2006, 15.16=-1367/2180, 14- 15=-1367/2180,12-14=-1281/2000 WEBS 4- 16=-187/257, 5-16=-249/471, 8- 16=-462/344, 8-14=-346/369, 9- 14=-290/509,10-14=-174/296 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=O.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 336 lb uplift at joint 2 and 413 lb uplift at joint 12, 8) Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 150 lb FT = 0% a 3 h_ r,w.n«, n, •t i tra netts;ttau;acui hsn a taamcu tatm rl r um+ntwem r. xm ruse r r.e nr.kr. inn +wrma;wM a+wr t t ear, as e u w.,. , .wx wd e ia.+a AAac ranter AAn wAknMMNnark Ml kelmcra kp.e Fi..Sphf :M ud.nR,peue.k, ertrs pMen,.d.y rr4ruew,wr` ><k>lArs.*tm,wwaAe llB«h.rru ntl. ne 6s n,..pe,, nre.w mwWq Anthony T. Totnbo Iit, P.E. wi radar Lns to eR lnMgnMnywnMMrdM@wrt.Ma.rirMm NnnlhMMlMranip.klerMnAaeK.Md[Mlk4d id.IMpa4MRtL Ae rnpMMIMMMAW neAMtmtw.GWRMN. dwT.inld4 MFnur NNkMa+riAgd 480083 M kdlgNtgwnetaetltr. Ynkt sawta At110 adb rrwam nl rytMtAR lreftA[wwnwtAa.MMaAw!NSawM+keh rfl nlfltA at rAetattkr AnerA RAn e nFltArtM nywWen allaetA Aehntkwtur: inn krM hpatrwi lna MwMdra.wksr 4451 St, Lucie Blvd. weme FpMh t twMn gMgttE Warr y to taew e,Aed. ik Mn Myt n API • kex anynr. a u S.pw Et aa Rtq killer to aAwlvUeres taw IANa T1d. ZtFOR Pierce, FL 34446 GlteAama of IAis W eeaat. in ley hrs, it p44aa/ w&AWtIk wrhNA IetMttkahew MI sod Gesset AAMnet C InwN n, t [. Job Truss Truss type Qty Ply RYAN HOMES / SUMMERLAND A0193423 WRCSUCE A07 Roof Special Girder 1 1 Job Reference (optional 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 Dec 19 14:43:36 2017 Page t I D:?sOQvl IzBGko2h FpRYibzzzOpep-S?gkeMnl nk?4oJ_I6J2ty?hQ WhYoOhZtzQJk25y7O_L Tt_0Q _. 6.,-.5-7 10 8 0 14 4 0 18 6 4 23-0-0 26-1-3 30 0-0 1-0 4-0-0 6-5-7 mm" 4-2-8 3-8.0 4-2-4 4-5-12 3-1-3 3-10-13 4x4 = Dead Load DO. - 5/16 in 0CeP Sx6 = 4x8 = 5x10 MT20HS= 3x8 = 6x6 = 010 = 2; LOADING(psn SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.32 11-12 999 360 MT20 244l190 TCDL 10.0 Lumber DOL L25 BC 1.00 Vert(CT) 0.61 11-12 587 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.86 Horz(CT) 0,12 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.35 11-12 999 240 Weight: 172 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 `Except' T4: 2x4 SP M 31 BOT CHORD 2x6 SP No.2 'Except` B2: 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. BOT CHORD Rigid ceiling directly applied or 5-9-5 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 guide. REACTIONS, (lb/size) 2 - 1828/0-3-8 (min. 0-2-3) 9 - 2771/0-3-8 (min.0-2-5) Max Horz 2 - 86(LC 8) Max Uplift 2 - 540(LC 8) 9 - 929(LC 9) Max Grav 2 - 1828(LC 1) 9 - 2771(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3626/1083, 3-4=-3324/1033, 4-5=-3308/1021, 5-6=-6027/2023, 6-7=-6027/2023, 7-8=-5790/1939, 8-9=-5801 /1966 BOTCHORD 2-14=-97413266, 13-14=-1590/5317, 12-13=-1590/5317, 12-21 =- 1683/5396, 11-21=-1683/5396,9-11=-1723/5235 WEBS 3-14=-3161299, 4-14=-662/2255, 5-14=-3048/1123,5-12=-453/1015, WEBS 3-14=-316/299, 4-14=-662/2255, 5-14=-3048/1123,5-12=-453/1015, 6-12=-268/193, 7-12=-331/776, 7-11=-328/1290,8-11=-139/270 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); 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 540 lb uplift at joint 2 and 929 lb uplift at joint 9. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 290 lb down and 238 lb up at 23-" on top chord, and 1522 lb down and 540 lb up at 21.4-12, and 365 lb down and 82 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) 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(B)21=-1522(B) is eq_exw«eww}kmw.a^H roof tgfltShy:fE1';,a%(hlM4ct:egll:.vfifnr@Mt7MIH"ixrl@R(K14MYn splMk+Tf +w, wtnNrkrw«rtmrMyM«rry,',11@YMOe Ww{ t twkmr aknu«sWrMn.0 kkx Na•,x aANeile nF.+k NN«rswrax RrtrMkrsw to Mil@kknw. Aralmskuk kres(ie.,'*xNt(pkexlhtklwwrlh@rpnr,wwparRMpRr:uM«1Rakrwtrnwe!M1kk«ksr}AM tpk lws(krgNwMlNreA.NwIM1i. Ibksps nnwkrr, NRry uswkrc wdWq Anthony T, Tombo Ill, R.E. NdRAnGnxMmWMrynMr<ywNClxrRM@wa.M@»nirMkruN w.MMYfrykrfirt,kkuMndM4C.14111MR«Yal>RM ubwIR1I. de dRM@{wiw«kMnedMtwn..bN^k.dRrrMq.rkP+IwWkaa@rY14kMreymkd T 80083 M( @!w'MM(1ltldr l@wk, W A.% 1"'W%F~IM nRkth"4 "'Ae W.."Xsh"Ww 4 I! W WA0."W pBF Pm ]anrss. ny.wRa e@wsRtabn(M r: inns ku'c e,«wi wss wneas.a.rMss 4451 St. Lucie Blvd. aluntk MMbelweeogw/ pwkr+ekrk R4enkn e«Nrw tk Am As;p EpeeanlA t Rr balMlk«Nea..•kwc Haasbpa Rw. paMi. s ps".., nnNMiktlal. Fort Pierce, FL 34446 striiiii0241441tadTime A. At Ia lewbeIII, rl. tere@wiiaeolThis @wrimm,ueeyFww,ispAikhd.0001,e.aikeepnussiaha4.1OWlenses AetAaay1.lwebeIN, ?J. bTnyss Truss Typo caty P71y::: RYAN HOMES / SUMMERLAND A0193424 RGSL)CErw— B03 Common 5 Job Reference joptiona, Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTak Industries, Inc. Tue Dec 19 14:43:37 2017 Page 1 I D:?s0OWIzBGko2hFpRYibzzzOpep-wBN7rinNY27xPTYUfOZ6RCEk 15tSI leOC43HaXy7O_K 1.0 6-5.7 10-8-0 14-10-8 214-0 .22-4-0 1-0-0 6-5-7 4-2-8 4-2-9 6-5-8 1-0 0 4x4 3x6 II Sx8 = 3x6 11 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0,41 Vert(LL) 0.17 10-17 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.35 10-17 726 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(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$-0, Right 2x4 SP No.3 1.6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-11 oc puriins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and requirecrossbracingbeinstalledduringtrusserection, In accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 - 913/0-3-8 (min. 0-1-8) 8 91310-3-8 (min.0-1-8) Max Hors 2 = 86(LC 16) Max Uplift 2 - 274(LC 12) 8 - 274(LC 13) Max Grav 2 = 913(LC 1) 8 - 913(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-923/55, 3-4=-1433/1075, 4-5=-1127/850. 5-6=-1127/850, 6-7=-1433/1075, 7-8=-923/55 BOT CHORD 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=S.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 pst bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 274 lb uplift at joint 2 and 274 lb uplift at joint 8. LOAD CASE(S) Standard Dead Load Defl. = 3/16 in PLATES GRIP MT20 244/190 Weight: 96 lb FT = 0% r yn.aw.arM».xr•a.remansFs;ruu;n awifanrivanon;y47artxmnxnonroun rr,rMw«+rar a,rar..,.r,„a,Mea.wmm,.r,ru«.yt.a r ua,.s w..k r„wara,«Mnr..rr WFn,srM pn,Mkrrf4,a7arkrH.l,lm,ln,rr(u.,SpcMr[grea`eMSM e+rnalwa.,.,frArtr ar.a«raeaymyn 4a+arxku*ar,rt rm, Maeya.Mre¢Mr.w+e nrt rkk±pr ,..p,. wrnr wa..w nr Anthony T. Tomfp III, R.E. wenedh,ten,banptlYT,sM,,rwxxYeAb9wa,IkpartrMnw,aaMMIkR@r+Tn.MleWMAarK.MA(MI4pdMMlpultNlN.i.lkprwdlRelN,4 gRMfnerlMrnn,. Hh1 1 M.isMlMaadMnrNtiMk,r,M r ;X 80083 rwxrragr rrtartlr arr malrrclArWfepadnaaahawrhia4451 St. Lucie Blvd. er,. ne+xerweceump.tpwa.ea rsaflnrn nwtxr swan, rn>yr r aranrcrwdawroxq a.ran, 47ant»ra ar«rn .+4 a.nare e. nr Fort Pierce, FL 34946 ryritlt9tAlF6- ItsdGnses-ArAwryLlaeWM,f.L kprr/waaralAi,lwNnn.iea yMe.uMdilea/vMeude,nimrNr risswranrA-I tealGrscer-MrdreryLleeMelJ.t. Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0193425 ob WRCSUCE BE Common Supported Gable 1 1 Job Reference (optionall 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 Dec 19 14:43:38 2017 Page 1 ID:?sOQvltzBGko2hFpRYibzzzOpep-OOxV32o?JMGold7hDk5l Qn_yUSBUoX9Qkog6ry7O_J i-0-01 a 10-8-0 21.4-0 92-4-0 1 0 0 10-M 10-" 4x4 = 5.00 12 10 5 T1 Ti, T5 3x4 -.; 4 ST4 T4 12 30 ->.. ST0 ST3 133 ' ST2 ST2- 2 HWI ST1 ST1 } 14 41 15Kit d 3x4 24 23 22 21 20 19 t8 17 16 3x4 !'.. Sx6 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 FBC20171TP12014 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 purtins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 21-4-0. lb) - Max Horz 2= -86(LC 13) Max Uplift All uplift 100 lb or less at joints) 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; Vutt=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. 11; Exp C; End., 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 S 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 ANSIrTP1 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 21-4-0 CSI. DEFL. in loc) I/deb L/d PLATES GRIP TC 0.08 Vert(LL) 0.00 14 n/r 90 MT20 244/190 BC 0,05 Vert(CT) 0.00 14 n/r 80 WB 0.06 Horz(CT) 0.00 14 n/a n/a Matrix-S Weight: 110 Ib FT = O% 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 21, 22, 23, 19, 18, 17, 14 except (jt=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 e.a{xmrsxxprr.a. M'41 twftui iulr'UAW '"M& MINT gt0"i1MMWE/rM.. tafF ksp pi.rwrcrMl aktsAn rynr 6eb A»Mi1;NbMMRLiwrm ti. NlnpufMalWttw. 9tzzMrer MWWN .r xx4—Voo- ekmrr',n!•5rtir-hrr xzM tq.1.,k(t4+."#ewno.",rsacuxsrlkMn:".#".0.60hi-t,"eM.*Uu ,ivm.wm.h,.$.MI r n .+. aw Anthony T. Tortbo III, P.E. W. oft1 ,1, r .ft rr."00.a—'tea..t.r.uwq.1.r s e.+x.rrmka.r.rKW*"kW",W.Wnit. t w•+aa wrw swaarta m rryaraa.r<.zr+wrw..r rrse..r.wa x g WV W k.jWrf x awntA.r.Mnarr.xaxnrl + *WRr 4Mrwrw+x7t+04nrsRrenArwMktwnMpNw:allFllder+MrnyrarrtnrrkNxRMhaseegwtcer4wlkt rrtnsslGar.Frw,+wc 445ESt 1uca@Blvd. M.naidW p.uaeprM+r..It nMRp pwmzartN Tk N+. Fort Pierce, FL 34946 Cortrip1 i816 Ml toatlnc s-AIxlayl.lo.be ki,rE. RrywMsrHrrd Mis lu.iwrq ter.,npolliM RdMaslRe vrdtew pnraiszronfio.A-1 te itnszez-Mdalti, G.Re AI. r.F. Job Truss Truss Type Oty Ply RYAN HOMES / SUMMERLAND WRCSUCE B04 Common 4 1 A0193426 JobReferen-Lptional 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 Dec 19 14:43:39 2017 Page 1 I D:?sOQvllzBGko2hFpRYibzzzOpep-saVtGOpd4fOffnitnRca WdJ4OuZtDCBJfOYOeQy7O_I 1-D o 6-5.7 10-8-0 14-"' -421-0 1-0-0t 6-5-7 4.2-8 4-2-9 6-5-8 H 4x4 = 3x6 11 5x8 = 34 LOADING (psf) SPACING- 2-0-0 CS" DEFL. in loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Ven(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 FBC2017/TP12014 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 guide. REACTIONS. (lb/size) 8 = 852/Mechanicai 2 = 915/0-3-8 (min. 0-1-8) Max Horz 2 = 95(LC 12) Max Uplift 8 - 245(LC 13) 2 = 274(LC 12) Max Grav 8 = 852(LC 1) 2 = 915(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-923/52, 34=-1436/1081, 4-5=-1130/856, "=-1131/857, 6-7=1440/1084, 7-8=-954/104 BOT CHORD 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=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=O.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1,60 3) 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 tali by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=ib) 8=245, 2=274. LOAD CASE(S) Standard Dead Load Daft. = 3/16 in PLATES GRIP MT20 244/190 Weight: 94 lb FT = 0% Mngdpsl wewdhmn M"41 tRK1MSkF;itttffFz NM14 ft411t(6pIMdlflliNl?'rPa"(HO9i.2MA4rrAnl.M/tMWI w..IMtlslwlwMwan lmt6ngl Ae+NyEl,wfM 7MMRLixaa.f:.aMaw SNIlkgN m. MMtplr.m aMwrn?p. wb M}N:wwt4 XMn O.IMmiM Mlk kb rtl 6!IA IR.{t MnlE_i.(.I.tI0M1Ie.1..S EIIIN tj lflllRRiMhFR11kSNi(tM4 M lllh AfhiAIW MIrIMl1}ttiN111YRiM AItM71AM 411 N X i}M M4lI lIIf.+Ib P1A. Nf M51 HWt IfR1. MpWIX(MR#I i. H811M Anthony T. Tomb0111, P.E. IM xw{ Xa5 M1 n M nywtinq lk 11 Nam. MVMeS wbMUw pa11r M iNMg M1irM. • MflwYtf Mt N..M XK w.M MIX MMRi NM M IMt. FIotIMIw 11 M IM tl M MY n441! iMr. wrwrt wM- 31wrM.wlrlter Wrb MfRir FMYI#t / d'60061 kMMN6nW wli.weWis—ww.IMr661wlttrratxn wfrelwwl/MMM9(MIIIrk O, l6xMw411(INXPMb dl"WA mmwwwMp.Wd PON%,aFi Mim Mniwlt.dwllN baafbF4RaMWw.. XxtMWrEgwn w(imt dlahAeII, IIMt4 4451St. lode Ia. tuMwibItwaaIrMywXAyh 1 .elnll.XrXnt k+lp Mlllon4t!4X'xMr Mntw.r tm+hsxl tpw dw aa1AwNresaaX6u1aard. 3494 fatPierce, fl 34946 C. fyry6021166-IWhim -.l.A..ytJ.daIII, r.t. terelnfirdMiclw..rrt.d.rylww,np.XiYigd.idwndnOnin"?"Sp"ti a6-I11WI uer Affyl.I.w6.dtP_L Truss Truss Type oty Ply RYAN HOMES / SUMMERLAND A0193427LJobWRCSUCECAComerJack61 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@atttuss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:43:40 2017 Page 1 I D:?s0OvItzBGko2hFpRYibzzzOpep-Km3FTkgFrzW VGxH3L97p3tsJ8185yi_Su2HxBsy7O_H 1-0-0 0-11-11 t-0-0 0-11-11 1.5x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 5 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 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 FBC2017fTP12014 Matrix -MR Wind(LL) 0.00 5 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purtins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 - 10/Mechanical 4 - 5/Mechanical 5 - 150/0-3-8 (min. 0-1-8) Max Horz 5 - 37(LC 9) Max Uplift 3 = 10(LC 1) 4 - 5(LC 1) 5 - 88(LC 8) Max Grav 3 = 12(LC 8) 4 = 11(LC 3) 5 = 150(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=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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify rapacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, 5, LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 5 lb FT = 0% ft" NsulMw}¢mw, he'A.I rp tKi4S^Sfi,El.r€k4Fl IfIM14:MltI1G114 i5St011 'bt=r?it[IQilapklC 4n bk M+T lw+ +, wF ttNwie,wp, Irtt, k+f b..11MWbAnail fneK,'r k*—io nw. ea. Ptlw Mnx n¢dwblN.xq M2. n.en w mk.Wa ' btkkknr, e,rmsk+e[ atu..tkRW:rW..rMginah-7m.ONrowa.p"'.s;wt k r" d1k WO 1-".bft.Or b[l F tkks nwXwet+.uM awrc,+ Anthony T. Tombo III, P.E. W.xak, 1..,k.rMkluM,nr.W.lnb a,w.rani'„w.mn.t.r«4MMtMt7*.eb.wn/htH.b XtWM1tw wy ArW m.rn...aewirrW.r slN.ulktmt:+MM.tk+`t u.m.•,M•k.Wk.,riXlkk,.M„Mn a 80083 kin117k,gi.WlW.b. AX.bin.+Yblr@./teMKkasWryww.lwk(n.MSMh NbwMiNlpMlM,lakP'WSKAn w xcN prpMt+Mw..11Fl Mi.sbrtywsiiMMlwsAb X.,ck..,., k,y. €N...Wim, X.a..«.wns 4451 St. Lucie Blvd. wu.n.MWkaiwaa.rM...anR.tM.ilpktr.wN. IM krcs krglgw.rnlGfbkApRksM...L.,Hwnt.XX.a nw..Nnr. Yur.IftN.e w.MMW nfit Fort Pierce, FL 34940 arytitlu8?2QIFk-IlaCkasset-Mx6oXtl.la.kX,r.E. kprNanindtAiika.n,iXRol Non"sP1044M.Ow16.riowP"Nosmfink-Itoo hrsces-kadkwCLlaek.,tE. Truss Type Qty Ply RYAN HOMES / SUMMERLAND CJ$1$A Gamer Jack 2 1 A019342$ Job Reference o tional At 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 Dec 19 14:43:40 2017 Page 1 ID: ?SoQvllzBGko2hFpRYibzzzOpep-Km3FTkgFrzWVGxH3L97p3rsKL18Fyi_Su2HxBsy7Q-H t- 0.0 0-11-11 20 = LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0,00 5 999 360 MT20 244/190 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 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.00 5 999 240 Weight: 5 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SIP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 3 - 8/Mechanical 2 = 130/0-8-0 min. 0-1-8) 4 - 1/Mechanical Max Horz 2 = 35(LC 8) Max Uplift 3 - 4(LC 12) 2 - 71(LC 8) 4 = 1(LC 1) Max Grav 3 = 8(LC 22) 2 130(LC 1) 4 - 13(LC 8) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=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 tali 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 rwrM nwu ww NEn.. kit'F-I IA f GA4E5","ftfN';,i[RAE 1?gIS 4tUMAtlIS td,l9NitrlEr'j IfttWR1144A1"MR h6kNN MMw,t w!nM twtaMtIntt WiM bteM fr wlM NMtI. 1"I&.V W-AaNMw. Wu Mnw aMwMIRt* riNflwRdjwlttMN. trY@r',IDwkwar AttlmiPut NpwµA.S A1t(trw+It utlwwllRrpmndwwNr wAtfMptkcwXr tw tt imrwtMNfMfeNt tllkugAfmtMAtGNw4tIPMe.tWttll-.f NO.P.-Pon,"uNAwt.-t" Anthony T. Tombo III, P.E. wl ne4atimtkwAappltlN rttiwthM/LN Uw,tt,k Qndt niwOA tww Mhe/q inga..lMwwutdsetX.MAKMhNwI@nMw/ttlf.MpA,m(RMMMwr ANlrtt/Mtmt,ae+agNwAt twpt.wtNagw WMwitrtM3NkrNptpA@Ea 480083 ataYq@nywwitwmw awNttOwlY elAOwlMArw@wtwlptltMwtAatWWAta AUMNbhNwwMA!NxipM:ikNIMwtHtlntMwMYptMtwNwl. B{IwAwsMrtywtAAAwtwlMNfarxhniM.upa,lrcttM twBnwawOrctMwdaww.wint 4451 St. Lucie Blvd, Mw@Ia N@eMF A twAwttFM4w@ inAwt h t@ M@At wwNM. ik Nrzt ONM EApwt k M}f M ANIg4tpwt. w h+u S.un Nr@ea Iw.a. M nAwiuY arwt weft NAwI w RI. Fat Pierce, FL 34946 C@ Ea7261{FItaAGHut AeAQwrT.IaAt6wlk.r.F. t@f1A4RM@A@ilMttMtAw@a,NMrMl11.ISr1AMl INIX9M@YtIMAIA!Mr@(AMSSNAtfM41E@@iGBt@a AalwyLlaakolli,rl. Jon truss ary Pry RYAN HQMES! SUMMERLAND A0193429 WRCSUCE CJ2P FnssTypeerJack 4 1 Job Reference o tional 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 Dec 19 14:43:41 2017 Page 1 ID:gYaJJk63pYYs8AH 1 dslpgiy7ODP-oyddh4qucHeMu4sGuse2c2PVBiUKh9Dc7i 1 Vjly7G_G 1-0 0 1-5-11 1-" — 1-5-11 2x4 = LOAOING(psf) SPACING- 2-" CSI. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0,08 Vert(LL) 0.00 7 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 7 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017(rP12014 Matrix -MP Wind(LL) 0.00 7 999 240 LUMBER - TOP CHORD 20 SIP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-5-11 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers anre uired cross bracing be installed during truss ion, in accordance with Stabilizer Installation . REACTIONS. (lb/size) 3 = 25/Mechanical 4 - 13/Mechanical 2 - 139/0-3-0 (min, 0-1-8) Max Horz 2 = 43(LC 8) Max Uplift 3 = 15(LC 9) 4 - 13(LC 9) 2 = 109(LC 8) Max Grav 3 = 25(LC 1) 4 = 21(LC 3) 2 = 139(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 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 bads. 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=109. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 6 lb FT = 0% t1- flwa"agMmn We[roof tq%t l[r.iinst i+,lkll(""M"LR.iY4t"N(ATfr'}xUl9 e•<E%tler M.. raw ea*sasawnNrMegrrfYr!ril N+gees.e"{fW7sMMIeMal*ke..f',.b!lAIRfS tMas ae. MrcS Mpa p andwe. ne.Mr -- Wiaa rda"exs se kaalb7k tt"kMedd 4rIm4 Mif lMnxNR.. Sexxw lMaa',Mudw t00 n"IRara le. aaeMtrdMpdaarddaparxemesrMe"kYMgldYuMM troxt Mee7/wIY IN Mr.rWrIRI, tk aapwsn rt elNp taltnt. meeluw Anthony T. Tomtxs III, P.E. eda<d wrtmtMaq WquMmpuetMdbO,an,4paair aiYmh yrieae.4eF9lagae"MuM..adfr.tC.M a4blol a+Yq uerMtR-1."e wrmidMMMeq eds aedeu tart, adMe"eai"dx,afMwnatkaet respMMnsprrM"sd X80083 rtwgea..et«ra..uwasaratktcert +edpr rsdaeo t rsn a .rtxsflM d4 srt ..nraw+rp e.astaersa syw,a .,.dMrsdku uw>.tas I'". +i.sw*0-asin 445:St.LucieBlvd. AaavMMMe:eMe"e"Mpsee anslkWMaenaN IM"rn lays Eegws191Mi gMqea.•Aa3 SsaxteNeex dea lrnl.{. IMtgMkN atainaa"se e?}ll. Fort Pierce, FL 34446 ypilk 0 ?114 Ad led flosses - Aedaoy 1.Imses lq, t.E. Mpeiut M a A's /eret w, to My tern. tt p hiliew WOW $0 seise" p+"iissia lroa 4 1 too flosses A"ao"y 1, lambs 11, r.t. jCJ3 Truss Truss Type Qty Ply RYAN HOMES/ SUMMERLANDSUCELWRCobComerJack61 A0193430 Job Reference (optional} At Roof Trusses, Fort Pierce, FL 34946, design@aItruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:43:42 2017 Page 1 I D:?sOQvl IzBGko2hFpRYibzzzOpep-G960uQr W NamD W ERSSa9H8Gxep6pEQeTILMm2 FIy70_F 1-" 2-11-11 1-0 0 2-11-11 1.5x4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell L/d PLATES GRiP TCLL 20.0 Plate Grip DOL 1.25 TC 0,22 Vert(LL) 0.00 4-5 999 360 MT20 2441190 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 FBC20171TPI2014 Matrix -MR Wind(LL) 0.00 4-5 999 240 Weight: 11 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 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 aeccardance with Stabilizer Installatio>(iuide. REACTIONS. (lb/size) 3 - 69/Mechanical 4 - 28/Mechanical 5 194/0-3-8 (min, 0-1-8) Max Horz 5 = 69(LC 12) Max Uplift 3 - 57(LC 12) 5 - 72(LC 8) Max Grav 3 - 69(LC 1) 4 - 51(LC 3) 5 = 194(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-166/258 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft; Cat. II; Exp C; End., 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-" wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI(TPI 1 angle to grain formula, Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 5. LOAD CASE(S) Standard aar Mwswwphmas h'1 I IWTfiSE5SE:t6' 91 It[ itXMKAIdilMY, P l(Wt.fK*Kr Yn Ww, %Wk*..w In..* 4tam Mrc rM k eM (a b IRak nFk Ir «irae lmr 4-e-'M h*1 w wN w w7 nrrt,as w xw+Ir ru+Nlwwnlmrw+Mar Mr R ws+Ka*AM ime wpa s Mepo.k..(n au. t w,n, q nMaa..wwrt MwedAet F,arMptalWl(taeayeetstaesar9aea,M@wwi ewwuNepatw WgMgea.ssewnaetseKtsKMaetgliape(n1eeM RVl. MppeM e'nlMwt ep WneeMtmt..aaagln}wage.aawwwsax(,rAwwe•,p,atseel Anthony T, lomtx)QI, P.E. wekYrkegw Mteweaa. aeaer toaslte lKeM4a paMw Mpgewes elaeliq (wpew>y+R utaawtatseetl kx'NA(tmnaeacwMpact pen. Mrl Meam nywzMN.+w(ewe Medn+Apnr.2ene MyeMMa •(inx (lalu(era. & 4M Lucie Blvd. eMasw 4ke/he;wssa ePwteps.ttw}FeR fain nasty 1M(nn lee`peFgpwrclOrw MdaitMngia..aknc Hwea Fpwa efwr WMe1. tN cgMkN arsr nts Matsmr 4451 St. Zt Fat pierce,, FLFL 144946 grrgM 01t1/AI1adhmn h."LIMelk,f.E. 14pNp6100 ul%1A0~. May fm is ptAilitd.show$a*4lerpisslu h» A1 laf hisses Aa(Aosr i. IaMalq: t.E. Truss Truss Type Qty Plv RYAN HOMES! SUMMERLANDA0193431LSUobCECJ3AComerJack1 Jots Reference (optional 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 Dec 19 14:43:42 2017 Page i I D:?sOQvf lzBGko2hFpRYibzzzOpep•G980uQrW NamD W ERSSa9H8Gxf36oiQcTILMm2Fty70_F 1-" 2-11-11 i 0 0 2-11-11 2x4 = LOADING(psf) SPACING- 2 MI CSI. DEFL. in loc) I/deft Ud 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/TPI2014 Matrix -MP Weight: 11 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and requirecrossbracingbeinstalledduringtrusserection, In accordance with Stabilizer installations uide. REACTIONS. (lb/size) 3 = 70/Mechanical 2 - 18710-8-0 (min.0-1-8) 4 - 36/Mechanical Max Horz 2 - 67(LC 12) Max Uplift 3 = 42(LC 12) 2 = 103(LC 8) 4 = 30(LC 9) Max Grav 3 = 70(LC 1) 2 = 187(LC 1) 4 = 51(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1)Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCOL=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 Ib uplift at joint(s) 3, 4 except at=lb) 2=103. LOAD CASE(S) Standard taa-n:w4«n md,M•aJmalassn%uua';iEllffi MuttaEannant>ttrnY{4R_PrunonEKMtrrMw MMr«,rmlalnnaam[sM4a1le.aE{fIM,wIMUMyI E e.r MannurK nF IaeoMwawnaNaMEN. Mt,tnRga MsudlkWWMllOwknYl. I alint MalrfNwiu..'.pngENaa'x.Mu/nw10@igmaKwagir IMKdecwYa}naa{apnNMEMMMu*4MuEM tnfs NNlMn Mllpab.win flli hks mnpnt, Mkq <Wnnc r M.ih Anthony T. Tombo 111, Pk. wa.xd TtnAwa.aMehaM tyntlnMrdMAwa.Mkm',aMmN aaMMAMyOa n..MuwMtdMRi.MdtwiM4dw1Y n4Mtni. EkgpnldMlilwiMEaMn dMtmE...YMkp.aw.i MMaedkngwkMMm wMArRd a 80083 r1.ryEn4ww U*ww 4451 St, Lucie Blvd_ Aa•sMMNh,uw+gwawwa nwgwdl I..n naMM Ih bat Egn.a aofM MNMMsip...wlrns Sean Ery.w dw•bNM. dar"n.io Adow.4n. Fort Pierce, FL 34?WZt i rMAMst o 2916 A I ta416sses AaH.p t.lawba M,r.f. t.pM.nioa of His bc.a»at. n..r McJs pdHikA rtYbM Sk wrEMa pr4issna bew A ta.l mutt Assay 1.Im a H, F.E. Job — Truss Type Oty Ply RYAN MQMES / SLIMMER AND WRCSUCE TCJs4 Comer Jack 4 1 A0193432 Job Reference (optional) Al Roof Trusses, Fort Pierce FL 34946, design@altruss.eom Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Tue Dec 19 14 43 43 2017 Page 1 ID:gYaJJk63pYYs8AH l dslpgjy7ODP-kUO6ms88uu47O0eOHgWhTUpyV7293juaOWbnBy7O_E 1-0-0 3-5-11 1-M 3-5-11 20 = 0-3-8-r 3-2-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Ildeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.02 4-7 999 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BG 0.20 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 FBC20171TPI2014 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 3-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers :an'd required cross bracing be installed during truerection, rt accordance with Stabilizer Installatiuide. REACTIONS. (lb/size) 3 83/Mechanical 4 - 44/Mechanical 2 - 205/0-3-0 (min. 0-1-8) Max Horz 2 - 71(LC 8) Max Uplift 3 - 54(LC 8) 4 - 36(LC 8) 2 - 145(LC 8) Max Grav 3 = 83(LC tj 4 = 60(LC 3) 2 = 205(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; TGDL=5.Opsf; BCDL=5.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 (jt=lb) 2=145. LOAD CASE(S) Standard M1yq-tllluMgM}aOn A!'141 P I114AS{SFBkr}G19AI I,W ittt9A01W YSiTiBMfglsJ'}M[IPttrINIFIH'Nr tn4 alTwilRlM!lrt Mlwla Mc lnsl k,y,rn..r;Ire,:.IM4FrKI IwkIN t(kiuwv tiwen NMe nl rWulSuaa NM«le lll, wk MtNcl Ml wsfWklWkM3kllkrM.Fl trnt M4eflpla iiA., 11Mj(Itll MidMllry nif4llMk30Mi1rIMt M111f14LM11 M/IMllltflfrY15MY1111!'FI ItYrl hYlrf rRliNrA11H11R1NW1.A1P 1h I. Ik M71 KtlII MIV, MI{RtfMYllll4 MIMIIR Anthony T. Tombo 111, R.E. Nnld ss tmsM geaignM ayasiUM AilOan,M 6eais eA!ladgl a liMgks/lr,bOraMua dAlY 4A[M/a4a11nIMtcAr al lkI. dA aYwAdM MMalrkMlulMlmcn.0a^MMq,sbnp. •lMislAM Faq NlakMmawlMa!/ 4 6QQ63 A."IiisglaN(MbnW W0.10l 44,prdpol 1. A4IWsi 4451 St. rude Blvd. MdnaMwlkl;a n hwaar hsawwo.44 Ik has ks [k.nn qlr ..•hasiw.h rxwr a xnsnnw s Zt FatPierce, FL 34W6 ophgAr l4lA Ml lass kosse-Mnbolry Lla elN, t.F. dprolwNass&A*.sMN, it say Me.is plaAAismi dhw Aearhke persisme hall Ad toss losses Aodwy Ltassee M, rl. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0193433 WRCSUCE CJ5 Comer Jack 6 1 Job Reference (optional) 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 Dec 19 14:43:44 2017 Page 1 ID:?sOQOIzBGko2hFpRYibzzzOpep-DXImJ5tmvCOxlYbga?CIDh1wWvSVuVz2pgF9Kdy7O_D 1.0.0 4-11-11 1-" 4-11-11 31 4-11-11 4-1 t-11 Plate Offsets X Y - 2:0-1-12 0-0-12 2:0-2-12 0-2 6 5:0-0-0 0-1-12 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.02 4-5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0,05 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Wind(LL) 0.03 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 purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and requlrad cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 - 127/Mechanical 4 = 55/Mechanical 5 - 268/0-3-8 (min. 0-1-8) Max Horz 3 - 109(LC 12) Max Uplift 3 = 48(LC 12) 5 - 130(LC 12) Max Gran; 3 = 127(LC 1) 4 = 89(LC 3) 5 - 268(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-242/456 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.0psf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; End., 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) Bearing at joint(s) 5 considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 5=130. LOAD CASE(S) Standard Aanws-nnrn Agnena`Ai 1.06.lt.MaxrSAsrkbew.MnsMn*rn rnMtA,nh WhAer nkr Alwt NArkiufln ht SRnkrtl. AtAlrnt kSrr IlpMji:.,'.rrNIAIryInN'yM vinwlllrpewkwna e MrrRt,wMgwnRroknwfMee kv*4tnp rmrkrMnAkIOIMt.ukr prl. Fk ktlrfnWrket, NAbitMfrwt. Anthony T. Torntw III, P.E. Mnrdkt TrnrMq WrynNieywMAAkrOwn.bOnrt'srAeaN•keMW ler+Rn..r,bwMtMkrRi.41KNke kM!*MrnkNtNL flr gA,mIRIk INNykMnedMfrnt.. N+IkIMAIM1. u..itlYMlwNkn YNMMnsrnMAl r1 3$QOs3 Ik Ndigktpn Ntkrtln to nkt tce Mk MiOCMkMeOkA+alryMYxsa M1e MM+r k lu.MfIM4Mkrtwp(Nirr14MAMtnNWmrrkwMk wrltrlA. tfFl kAntMnywNMM NkktlfMhn:Myra. trm lnTfyiwaNlnu lYnMMn.wkn rM>hu kAnlF r:MAO•Nnw*erlAy Mrd rA'k+AmhN lk has kuh EMAvw It K IMkdM}kt+Nn.e §nt SeW krina Kwl MMy. YulkftrNprei Ann Mnl+fi 1. Fort er , IL Blvd. Fort Pierre, Il 34!A46 Ehpilin 0 Mil Ad lnill"S A Job Truss Truss Type aty Ply RYAN HOMES / SUMMERLAND WRCSUCE D05 Flat Girder 1 1 A0193434 Job Reference o tional Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 METek Industries, Inc. Tue Dec 19 14:43:45 2017 Rage 1 ID:?sOOvllzBGko2hFpRYibzzzOpep-hks8XRuOgV8oNEA17ij_muZ4aJh9do2B i K?is3y7O-C 1-0-12 5-4-8 10-74 15-10-0 21-2.8 22-34 1-0-12 54-8 5-2-12 -' 5-2-12 54-8 1-0-12 Dead Load Defl. - 3/16 in 3x6 11 4x8 = 3x8 MT20HS= 4x8 = 3x6 11 1.5x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud TCLL 2Q.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.17 11 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) 0.35 11-13 722 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.65 Horz(CT) 0,05 9 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Wind(LL) 0.21 11 999 240 LUMBER - TOP CHORD 2x4 SP No-2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP N0.3 'Except* W2: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-4-14 oc bracing. MiTek recommends that Stabilizers and requiredcrossbracingbeinstalledduringtrusserection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14 - 1467/0-7-4 (min.0-1-12) 9 - 1465/0-7-4 (min. 0-1-12) Max Horz 14 - 110(LC 4) Max Uplift 14 = 562(LC 4) 9 - 561(LC 5) Max Grav 14 = 1467(LC 1) 9 = 1465(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-1374/588,2-15=-2764/968, 15-16=-2764/968, 3-16=-27641968, 3-17=-2764/968,17-18=-2764/968, 18-19=-2764/968,4-19=-27641968, 4-20=-2762/967, 20-21=-27621967, 5-21=-2762/967, 5.6=-2762/967, 6-22=-2762/967, 22-23=-2762/967, 7-23=-2762/967,7-9=-1372/587 BOT CHORD 13-26=-1317/3691,26-27=-1317/3691, 12-27=-1317/3691, 12-28=-1317/3691, 11-28=-1317/3691,11-29=-1317/3691, 29-30=-1317/3691, 30-31=-1317/3691, 10-31=-1317/3691 WEBS 2-13=-995/2885, 3-13=-492/346, WEBS 2-13=-995/2885, 3-13=-492/346, 4-13=- 100 1 /371, 4-11 =0/352, 4-10=-1003/371, 6-10=-4911345, 7-10=-995/2884 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.0psf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpI=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 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.Qpsf 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 at=lb) 14-562, 9=561. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 72 lb down and 81 lb up at 2-0-0, 72 lb down and 81 lb up at 4-", 72 lb down and 81 lb up at 6-", 72 lb down and 81 lb up at 8-", 72 lb down and 81 lb up at 10-4-0, 72 lb down and 81 lb up at 11-2-8, 72 lb down and 81 lb up at 13-2-8, 72 lb down and 81 lb up at 15-2-8, and 72 lb down and 81 lb up at 17-2-8, and 72 lb down and 81 lb up at 19-2-8 on top chord, and 50 lb down at 2-", 50 lb down at 4-0-0, 50 lb down at 6-0-0, 50 lb down at 8-", 50 lb down at 10-", 50 lb down at 11-2-8, 50 lb down at 13-2-8, 50 lb down at 15-2-8, and 50 lb down at 17-2-8, and 50 lb down at 19-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 111 lb FT = 0% LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (ptr) Vert: 1-2--60, 2-7=-60, 7-8=-60, 9-14=-20 Concentrated Loads (lb) Vert: 5=-67(B) 15=-67(B) 16=-67(B) 17=-67(B) 18=-67(B) 19=-67(B) 20=-07(B) 21=-67(B) 22--67(B)23=-67(B)24=-44(8)25=-44(B) 26=-44(B)27=44(B)28=-44(B)29=-44(8) 30=-44(B)31=44(B)32=-44(B)33=-44(B) x.,rh.nru yrw. dr'ki Irnsr;vatr xraw Isen a Eaaacn Imro.{»r'ixmruw rN. sen + war ««r.ws r w Ira, rarbPMA ww r I.IrN x.r . . sMrar.r.k Mta waa. aer M m. ea IMtRrwRtM Ms nekaM FxMRCukaee erdmslapf {l,SpAq lryeu xMsalw•gtKrgexsnMmp errr pRls+rM nrgraEwrMRkkkn w Ir tesr WaMaRiK«k.+In Rr6 het5 ns. ar.NMlqu c+MeR Anthony T. Tombo 111, P.E. aeA btim,b,er NMgt,MwyyskYtA M4wrt.k Owrt'r Mwnei hex MMM/rr,prr,>,kwMdlle C,le 7KMMMd1,rN nk«RSI. M*,rnIRM RrM wr NN nrAM tmtrM NMNF rYrryw. irMiwwrM in,*AtkkM mtwr.Alipd y 80063 reNaMNs,pr«(wetle. eeeksMMeM1%«erprura«paewt dNeYtcw r.artrtnsrrw{I(wrrYdr4hrnrsKAnMaarwhrper . mI«atNen,lautlMN,raa rMnarNw a.oenM*hp+a«imsMr .«.rss 4451 St, Lvcie Blvd. Me.ne NAeNNr:ttAa4ref rp x aep Frl Inn MtMI. IN Ian M+ts fApw n qI • 1 Myse. a Nrss S.w Nreee r a I+eMq. 1N c erleNlr#i ernNkN e?xl. Fort Pierce, FL 3444b Ca}pyk tQl4 AJ taN tratet AelMorr t, laa6o : f.E. tepre/erliee d IYis rereeran, ie ar grew it pe6rYfN/ er4eetde erioea tersissiee 6a 4-I tad Grsus Mshaq E, law6e EA, 6E. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND WRCSUCE E01 Hip Girder 1 1 Job Reference o tional Al Hoot InjSS@S, Fort Pierce, FL 3494b, desfgn(cgaltruss,com Kun: a.izu s Nov w zui t Print: tl.lzu s Nov 12 zul7 Weirex Industries, Inc. i ue uec its 14:43:4o Lul r Dead Load Deft. = 3/8 in 27 28 29 30 1131 - 32 33 3x8 = 3x8 = 3x6 = LOADING (psf) SPACING- 2-" 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 FBC20171TP12014 LUMBER - TOP CHORD 20 SP No.2 "Except` T2: 2x4 SP M 30 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins. BOTCHORD Rigid ceiling directly applied or 4-7-8 oc bracing. WEBS i Row at midpt 4-13, 5-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 - 1917/0-3-0 (min.0-1-9) 7 - 1855/0-3-0 (min.0-1-9) Max Horz 2 = 35(LC 28) Max Uplift 2 - 1371(LC 4) 7 - 1329(LC 5) Max Grav 2 = 1917(LC 1) 7 = 1855(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-4815/3428, 3-20=-4607/3334, 20-21=-4607/3334, 4-21=-4607/3334, 4-22=-6824/4911, 22-23=-6824/4911, 23-24=-6824/4911, 5-24=-6824/4911, 5-25=-4903/3549, 25-26=-4903/3549, 6-26=-4903/3549, 6-7=-5 104/3644 BOTCHORD 2-13=-3203/4524, 13-27=-4840/6824, 27-28=-484016824, 12-28=-4840/6824, 12-29=-4931/6960, 29-30=-4931/6960, 11 -30=-4931/6960, 11-31 =-4931/6960, 10-31 =-4931/6960, 10-32=-4931 /6960, 32-33=-4931/6960, 9-33=-4931/6960, 7-9=-3379/4814 3x4 = 7x10 MT20HS= 2x4 II CSI. DEFL. in (loc) I/deft Ud TC 0.80 Vert(LL) 0.70 10-12 443 240 BC 0.49 Vert(CT) 0.7310-12 429 240 WB 0.53 Horz(CT) 0.12 7 n/a n/a Matrix -MS BOTCHORD 2-13=-3203/4524, 13-27=-4840/6824, 27-28=-4840/6824, 12-28=-4840/6824, 12-29=-4931/6960, 29-30=-4931/6960, 11 -30=-4931/6960, 11-31=-4931 /6960, 10-31=-4931/6960, 10-32=-4931/6960, 32-33=-4931/6960, 9-33=-4931/6960, 7-9=-3379/4814 WEBS 3-13=-773/1025,4-13=-2414/1697, 4-12=-237/384, 5-10=-225/371, 5-9=-2265/1586,6-9=-822/1097 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (it=lb) 2=1371, 7-1329. 30 = PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 134 lb FT = 0% 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated toad(s) 239 lb down and 249 lb up at 5-6-0, 80 lb down and 104 lb up at 7-6-12, 80 lb down and 104 lb up at 9-6-12, 80 lb down and 104 lb up at 11-6-12, 80 lb down and 104 lb up at 13-0-0, 80 lb down and 104 lb up at 14-5-4, 80 lb down and 104 lb up at 16-5-4, and 80 lb down and 104 lb up at 18-5-4, and 239 lb down and 249 lb up at 20-6-0 on top chord, and 143 lb down and 204 lb up at 5-6-0, 59 lb down and 82 lb up at 7-6-12, 59 lb down and 82 lb up at 9-6-12, 59 lb down and 82 lb up at 11-6-12, 59 lb down and 82 lb up at 13-0-0, 59 lb down and 82 lb up at 14-5-4, 59 lb down and 82 lb up at 16-5-4, and 59 lb down and 82 Ib up at 18-5-4, and 143 lb down and 204 lb up at 20-5.4 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 (pit) Vert: 1-3=-60, 3.6=-60, 6-8=-60, 2-7=-20 Concentrated Loads (lb) Vert: 3=-192(B)6--192(B)13=-132(B)9=-132(B) 20=-80(B)21=-84(B)22=-80(B)23=-80(B) 24=-80(B)25=-80(B)26=-80(8)27=-52(B) 28=-52(8)29=-52(B)30=-52(B) 31=-52(B) 32=-52(8) 33=-52(B) rr.,«n+.a•rrro8nnspt:[t;u urfunu;Hers{ara r,xnoancra+rr.snrr++nw«Air.b,.a rr.n ti,{ae?auar.rtrRara.rswa«a,wna,.»a ar.Miw.. Ibl«cw«nx«NArs rlAknM M+h316 k MA.1,«Ims6«xs Upar{i«.,nxts lNxurlM nA««w rAl gman«nmgbnAMMMeuW«wnn}n,t««ulMrk/e Msy«ARf«frnrMpNa UIMwH. win tlri hks«K,. r«. Nsef rMnc +«wIRR Anthony T. Tombo III, P.E. w neAs,FMtM,q kYrynik,nrwnl RAM6wn,eti«Q.ritM,«nN«pxxMMbgM n,AfeMMAa K,MA(wn«4al ieiM}abwfR}. Ik yMwaRMlNwybW n«AM s na:,rdxyk,liq prq«.nM Alwwkn,rHtkkagrnMRiA 180083 r wrgr,gw.r tu+wx. w.a sA wA we raa wax prrm rtr.wwws A,k kiNw c«n,rw sk« IAunerM&Iw1 h Ix M SKh ne rA.«W w p.A pr«. rlsi b n,r«n,.I Ha A w, wuMxrn.. un, Ieul«t«par «ei ins, raAeu,.. «wss Mau kMNk«;r«M gw«Iw tx!IMr I!A,rlren AnNM lk bm bnrM E«pnnlOfMMMyOnyu.A!u S}aefMraMgpNiN. bughNxrscnn MMs3l11. Sr. Blvd. Fortort Pierce,, FLFl 34446 eryrirYt l^tQl4 A-0inel6nssa AeAeey [. teebo lk. r.E, ttpNetiadlbfsiwrewx,kry fae,isN«Aikdr/xitbKq+Mn(nrwt re«rassiaho A-I font [rases L4MI.Iwbr11[t.l. Truss Type Qty Ply RYAN HOMES / SUMMERLAND A01934367JobCSUCETE02FiiP11 Jab Reference o tional Al Hoot 1 russes, ron r'ieme, rL ,rea ,--w,,we ---- 4x6 = 4. 00 F12 3x8 = 4 4x6 5 Dead Load deft. = 3/16 in 3x4 = tv 3x4 = 3x6 -- 3x6 4x4 = 1.50 II LOADING(pso SPACING- 2-0-0 CS1. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.44 8-19 717 240 TCOL 10.0 Lumber DOL 1.25 BC 0.89 Vert(CT) 0.33 8-19 947 240 BCLL 0.0 Rep Stress incr YES WB 0.43 Horz(CT) 0.10 6 n/a n/a BCDL 10.0 Code FBC2017lfP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP M 30 *Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc puriins. 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 uide. REACTIONS. (lb/size) 2 = 1112/0-3-0 (min.0-1-8) 6 = 108810-3-0 (min.0-1-8) Max Horz 2 _ 45(LC 12) Max Uplift 2 _-740(LC 8) 6 _-724(LC 9) Max Grav 2 _ 1112(LC 1) 6 = 1088(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2338/3265, 34=-217513202, 4-5=-2254/3311, 5-6=-2401/3368 BOTCHORD 2-11=-2958/2153, 10-11--3599/2642, 9-10=-3599/2642,8-9=-3599/2642, 6-8=-3079/2233 WEBS 3-11=-686/421, 4-11=-654/666, 4-8=-585/540, 5-8=-682/418 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right 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 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 at --lb) 2-740, 6-724, LOAD CASE(S) Standard PLATES GRIP MT20 2441190 Weight: 108 lb FT - O% w.nm,,,Mwtlltmit.ee'k Ina iq;5tl;iFukPrgllhtt!lilMS liuMiNrs tCSlatiT4ltriamnfslltM`r. nepkt wtwi M seKet4 mtlttrAln•MPtW.dr rMyl [rk R. tt.IAawxSMlilxe rx kless Mnane FleMiN.+h lYte awOt MsNMikwlrerll0.rra k.imt Moe tN li.SNiMt[4 '?Mu4 .tiro awpntiMpMeSuaMer.rthipwsy+RM ee Mur4«tM+IrtntM NarroX•h.,wtM. ree Mev}nti,*pws. i+W n,f rc w+r Anthony ' T_ 80083 Et[, P.E_ Mne4sttmtXrgX#eryxeertynghXiYO.ea,YO•rPteMnN rtxlkMM>,4syrw.ekwMdMK.In ISwfIkMWMIXttMi llNI.QegpMdMI7iMMMNne MXnt,Wwlet iR•vMNFwMbhri/4MMtntotAWtA80063 M iri4 rlw}xtw (wee:b. aMntn Mblk trQMMryMNeM XufAniw.tla nMtMkXlx w4lSIp1Y+Muk(H NltuneA.M[a lr p.+r+.t MIAWF. nyw,MlwfMMee4lk Xncrnq a.4un I q.4V nwnXiti. ai+t 4451 St. Lucie Blvd, MamtNWher NrNgete.MeiFedekM xiXN. IM k., Mgii »ngot ok YyMlrut.a U. 4eaat Eirnx xeq eaMq. YnPMVNxret wenewuePtl. Fort Pierce, FL M446 repryk 2Alk bl leel &essn Mnlaet (. EaL4e 8. F,E. kpeiwtia dah/aee o.ie or twig, is pe1 14e4,iaee 40.eiDre ryretittia h»61Aeelhaus MAeelLlueXe lN: F.E. Job Truss Truss Type Oty Ply RYAN HOMES / SUMMERLAND A0193437 WRGSUGE E03 Hip 1 1 Job Reference o tional At Roof Trusses, Fort Pierce, FL 34946, desgn(dattruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inca Tue Dec 19 14:43:47 2017 Page 1 ID:gYaJJk63pYYs8AHldslpgjy7ODP-d6—vx7ve87OWc?JPF71SrJflz7Nz5pWUVeUpxyy7O A 1-0 6-0-12 9-6-0 16-6-0 19-11-4 26-0-0 t27-" 1-0-0 6-0-12 3-5-4 7-0-0 T 3-5-4 6-0-12 t-", 4x4 = 4x8 = Dead Load Defl. - 114 in 3K6 = 3x8 = 3x4 = 30 = 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 YES BCDL 10.0 Code FBC2017(TP12014 LUMBER - TOP CHORD 2x4 SP M 30 'Except" T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-1-13 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 = 1112/0-3-0 (min.0-1-8) 7 = 1088/0-3-0 (min.0-1-8) Max Horz 2 - 56(LC 13) Max Uplift 2 = 732(LC 8) 7 = 716(LC 9) Max Grav 2 - 1112(LC 1) 7 - 1088(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2389/3311,3-4=-2074/3020, 4-5=-1953/2928, 5-6=-2118/3079, 6-7=-2481 /3451 BOTCHORD 2-11 =-3031/2220, 10-11=-2742/1991, 9-10=-2742/1991, 7-9=-3199/2329 WEBS 3-11=-326/439, 4-11=-667/394, 5-9=-739/430, 6-9=-4041555 NOTES- 1) Unbalanced roof live loads have been considered for this design. CSI. DEFL. in loc) I/defl L/d TC 0.96 Vert(LL) 0.54 9-19 580 240 BC 0.65 Vert(CT) 0.39 9-19 790 240 WB 0.21 Horz(CT) 0.08 7 n/a n/a Matrix -MS 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.0psf; 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 ; 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) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=732, 7=716. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 113 lb FT = O% 1-lIaN Yk.urM'kl tflmlp,5n;ikittri Ga94U3xfA:tMtnCbi cat#Qnzarryxnrarrluum k. ta4(w}WIaM,w1+MM.Ytlmt M+gek,i119jW MM1lwtL twk kr'.gben taw Mn e+. kku Mxai. mM.MiY,.Mr xae,asaMtwr unr.ww sleor . rsad,user,t waty_kcoRbr-,ft a wrto issm.."Msedr kkwd&. +rRs ".eetr+h,—toi Anthony ' T. Tombo 111, P_E. Mnadro,S,nrr«.aw.tnw.,s,r„a.k,rMO.r+.Me..,'taesmdsMonskwwgrss.ite.re.+kbl8.wac.wstwkaM.kNm-e.Iks.aeaiaA.lsnnw.sart%s.awpkwysrsr,..,w!«.w.q,orMw,s,p,4oeta 80083 sera•gkxr*ralewrs. ale.nwsearelpO.asap.kn.epa,aensnakeMr[eaaxnrwaxrakneo.ptSgpasehtr.eSxA-eesaswk}xaralwe RI'Ika.tMity.sYMnaaaaaeAbM1ncMga...tossksgltp.eMi.n-askaaa.4ns 445. St. Lucie Blvd. enaseMseho;o..tef.eN.os+oews e.daone s.aM tkt Ia,xatarsr a-erwnaasrk,xaa,su,sF knro trywa x.r watq +Im.awranc oe ociAwa Ti. Fort Pierce, FL 34446 CoryipAt t811 A I loaf 6otsa AM" L lnU IH, r.L lepstwoos of Ms &Now. is oat tke, is poAlEta/ rmoottAe since p tonsko he. At loaf bosses AotMoay 1.1aAAo IN: rE. 1.50 11 3A 3x12 = 1.5x4 It R 7 20 It 1 nr.wo SPACING- 2-M CS'. LOADING (psf) Plate Grip DOL 1.00 TG 0.36 TCLL 40.0 1.00 BC 0.75 TCDL 10.0 Lumber DOL WB 0.73 BGLL 0.0 Rep Stress Incr NO Matrix -MS BCDL 5.0 Code FBC20171TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP NO.2 WEBS 2x4 SP No.3 *Except' Wt: 2x6 SP 11,110.2, W5: 2x4 SP No.2 BRACING - TOP CHORDStructuralwood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 14 - 1338/0-3-8 (min, 0-1-8) 8 _ 3033/0-3-8 (min.0-1-13) 11 = 5601/0-3-8 (min.0-3-5) Max Grav 1354(LC 3) 14 3047(LC 4) 8 5601(LC 1) 11 = FORCES. (lb) Max. Comp.1max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1388/0, 1-2 =-180010, 2-3=-1800/0, 3-4=-1800/0, 4-5=-2616/0, 5-6=-2616/0, 6-7=-2616/0, 7-8=-114810 BOT CHORD 13-15=0/1800, 12-15=011800, 12-16=-105410, 11-16=-105410, 11-17=-1054/0, 10-17=- 1054/0, 10-18=0t2616,9-18=0/ 2616,8-9=01415 WEBS 1-13=0/2080,4- 12=013046,4-11=-3718/0, 4-10=0/4271, 5-10=- 350/0, 7-9=0/2378 NOTES- 1) 2-ply truss to beconnectedtogetherwith 10d 0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 20 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs nembe 9 0oc, Except4- 11 2x4 1 ow at 0-7-0 oc. DEFL. in (roc) I/deft L/ d Vert(LL) -0.04 9-10 ' 999 360 Vert(CT) -0.06 9-10 ? 999 240 Horz(CT) 0.00 8 n/ a n/a 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 toplyconnectionshavebeenprovidedtodistributeonlyloadsnotedas (F) or B), unless otherwise indicated. 3) Unbalancedfloorliveloadshavebeenconsideredforthisdesign. 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 fastenedtoeachtrusswith3.10d 0.131" X 3") nails. Strongbackstobeattachedtowallsattheirouterendshrres lsinto y other means. 6} Use USPTHQ46 (Witl6dnaiioGirder & 10d nails into Truss) or equivalent spacedoc startingat2-1 12 fromthe eft end to12-4-12to max. connect trusses) FLOG (1 ply 2x4 SP) to back face of bottom chord. 7) Fill all nail holes where hangerisincontactwith lumber. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase= 1.00, Plate Increase=1.00 uniform Loads (pif) Vert: 1-7=-100, 8-14=-10 Concentrated Loads (lb) 8 t6=-1438 B) 17,5((B) 1438( B)118= 1438(B PLATES GRIP MT20 244/190 Weight: 129 Ib FT = O% manswf alp aocwais lnstMsy PlrtadMs ert{ •h. t kMtaetwet* .a. Mir ak T. T4mbo 111, P.E. gaq. flou a.s«rpr a,w M"N lWfi flfi4tt;V;aN; lY 4t1Wi.Olk'KtAMN"W"I'W i11rW1Psea h ArtsM Mt MMMcTAM Wtlrvss latlMwlklQQah.Matl4L lMksgt .'"W.MW taMwcsawNsq AflthOflY Msaroanrdd,gosoonasdwatpMptacwtdoramerrnlwsaaR tw nnww.tohanrtiraoMnynsprarA 90063 MTnoRaM IMM tMnw/ta M7rdak Fs tins MTrMwnru.. SfaaN Mo'+ nM nntnoMK.M At w/Mbf>x4h'rak Nlrrl. MapaddM MapwwptnpM lM nbpaarM q ms sgsy tta Mknxt appra,w.arm 4.151 r. Lucie tiled. e ntrbMwrtnttwnwtrnwM kmap a[ant,amattMe+r*' t-mtldMtM nsroWwt tort Pierce, Fl 34446 Matd mrtmsMw MWrnM atl+ttlpMdwa,M Mta's alaael aT,aaM hAMrdes"Rt wash oMeMairFM. wMpnrMgM'«(at nawitstntpaMt00oaM hxMgtG{wars WtMktertwa+,aunvs. p eEgMaK r+r. arm doau oaa1M t (ham t}Ntt a "'atl k A loan GrrryM l?t011 Al toe( itatusAAoar 1. ( o da W. r.E. kgaiwiaadrYit laaaaM.aaal 1psw. itr JepManlromiaan roanstix hqa Fd taalhatetAadoar (.loads IN, t.. Job Truss Truss Type Dry Ply HOMES / SUMMERLANQWRCSUCEFG3FLATGIRDER12 AN A0193439 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 Dec 19 14:43:49 2017 Page 1 ID:?s00v1IzBGko2hFpRYibzzzOpep-ZV6fM pxvjkeErJToMYnwwkkn8w8 LZj7nyxzw?ry70_8 2-3-8 4-3-4 5-9-12 7-9 8 10-1-0 2-3-8 1-11-12 _ 1.6-8 1-11-12 2-3-8 sxo = xo — 3x8 4-34 1-6-8 4-34 LOADING(psf) SPACING- 2-" CSi. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) 0.01 7-8 999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.33 Vert(CT) 0.02 7-8 999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.20 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.01 8 999 240 Weight: 113 Ib FT = O% LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 "Except' Wt: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (ib/size) 10 = 1029/0-7-4 (min. 0-1-8) 7 = 1527/0-3-8 (min. 0-1-8) 9 = 2574/0-3-8 (min. 0-1-8) Max Herz 10 = 39(LC 6) Max Uplift 10 - 292(LC 4) 7 = 236(LC 5) 9 = 227(LC 5) Max Grav 10 = 1029(LC 1) 7 = 1527(LC 1) 9 = 2574(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-907/286,2-12=-112/946, 12-13=- 1121946, 3-13=- 112/946, 3-14=-112/946, 4-14=-112/946, 4-15=-540/140, 5-15=-540/140, 5-16=-324/48, 16-17=-324/48, 6-17=-324/48, 6-7=-799/159 BOT CHORD 9- 1 0=-67/633, 8-9--140/540, 7-8=-288/1810 WEBS 3-9=-938/90, 4-9=-1739/147, 4-8=-81/586, 2-10=-535/67, 2-9=-1403/196, 5-8=-1406/272, 5-7=-1632/273 NOTES- 1) 2-ply truss to be connected together with 10d 0.131"x3') nails as follows: Top chards connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 20 - 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) 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 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 10=292, 7=236, 9=227, 9) Load case(s) 2, 14, 15, 16, 17, 18 hasthave been modifted. 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) 390 lb down and 211 lb up at 0-2-12, 65 lb down and 19 lb up at 1-0-0, 134 lb down and 63 lb up at 3-0-0, 208 lb down and 124 lb up at 5-0-0, and 282 lb down and 84 lb up at 7-", and 1442 lb down and 431 lb up at 8-6-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Plate Increase= I .00 Uniform Loads (plf) Vert: 1-13--420(8=-250), 13-17=-170, 6-17=-60, 7-10=-20 Concentrated Loads (lb) Vert: 1=-390 11=-65 12=-134 14=-208 15=-282 16=-1442 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-13=-409(B=-219), 13-17=-190, 6-17=-80, 7-10=-20 Concentrated Loads (lb) Vert: 1=-324 11=-56 12=-116 14=-181 15=-246 16=-1261 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-13=-295(B=-125), 13-17=-170, 6-17=-60, 7-10=-20 Concentrated Loads (lb) Vert: 1=-127 11=-27 12=-63 14=-101 15=-140 16=-717 15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=-440(B=-315), 13-17=-125, 6-17=-59, 7-10=-20 Horz: 1-10=31 Concentrated Loads (lb) Vert: 1=80 11=13 12=42 14=83 15=48 16=189 16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (ptf) Vert: 1-13=-367(B=-242), 13-17=-125, 6-17=-59, 7-10=-20 Horz: 1-10=-8 Concentrated Loads (lb) Vert: 1=80 11=13 12=42 14=83 15=48 16=189 17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 t:ont(nueo on page z FiMr RrnnOrrwMRrerwtie`t.i lBW fp5VS;1t;;U"m01f4tt(litl6t(7aNI1Ci4t6t[&iifWRY;XtIG4t[KWar ka. iahM+MR rwrmr(MRn(m kaflne 9lA;ed4 kM(LIwN R. rt MaweiMkMe w. rWrr Mk..m mhtwMfl.rrt Okl.—W ow 40knNkk'llaknM. aralmsWrq(Aun h.,frxakbpw,kWk kwdk rgF(RSCYlgirlkip xh.rNa In ikkuF ns.aFass, WbN orfWa. parkYt Anthony T. Tomba 1I1, P.E. releuuAatasrWsrkr6ryak« ymkdarAk0.+rt,kOm t Mf NgsakMa/gksteakaMngkYkIKMMYa(1.Ma rtbM(Nl.k ryandkiMMwrk4nedktmf..+rM.a(kM(thrafa,inMVMa/kan{r kknyw,iNtfA ?80083 kt" Ya1W}nrN(Nepa. olaRrtaM W 1K.0s."*..IP.Wnoft W"("..1 Swrr WnwlwllSRFWOlhtR4SikaraarrNW Furl nhat. WFl a.MknrrwWlvrMlOrlkNnrWwFn. Lns k+TfTaMlnn Yrrrkaaa.rOn 4451 St, Lucie Blvd. h arW.ro kkNN r:Mla rUNryM a nq KN IRrar MN1N. Ik Wrxtu±F (hWa a rGik kaagMryu, ras.w faFoa Mw(INIa{, al aFrWNuac n n ION a ixl. zttort Pierce, FL 3494is Can+ i¢t a72@I{A-1 loci Gatses-Aa(Aoayt1aMell6 F.E. ItprNNtiaa o(1islanaka. ikaay rrrifkrrNmisris h F4d 1ao1 Imsn-Anliar 1.l of III tL Job s Truss Type Qty Ply RYAN HOMES / SUMMERLAND WRCSUCE FFG3 FLAT GIRDER 11 2 A0193439 Job Reference o tional At Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:43:49 2017 Page 2 I D;?sOQvilzBGko2h FPRYibzzzOpep-ZV6fMpxvjkeErJToMYnwwkkn8w8 LZj7nyxzw?ry7O_8 LOAD CASE(S) Standard Uniform Loads (ptf) Vert: 1-13=-419(B=-294), 13-17=-125, 6-17=-59 7-10=-20 Horz: 1.10=24 Concentrated Loads (lb) Vert: 1=80 11=13 12=42 14=83 15=48 16=189 18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (ptl]I Vert: 1-13=-367(8=242), 13-17=-125, 6-17=-59 7-10=-20 Horz: 1-10=-5 Concentrated Loads (lb) Vert: 1=80 11=13 12=42 14=83 15=48 16=189 a w mw.ae'itecsra"Z startw"1t1trsrimrIT kw.r,k ska w. rswe.,»eaa.iM.+ wQnawtar,wws NAkntlMh74kkrM, asetrns leyr hew S1 t. fawMeEt}watMtMwwrrp rq,eunwemawwe rt4prtvkwe pta t}rowesOwe Yskktgtflswre hascpuewhttlwh.ww llFA. rk kuwnWpMt. Mlwt aeewte0. wwwr Anthony T. Tombo 111, P.E. Zt tw-desT-1-1,YyhotwP.4 toutww.'480081 pwwnetpMrsFmtdNifwwe et/tltM, Mw±11.S4pw:katfl/!w/AGnwn.twtrwnwtlpMlws. wFIkMsMnywwrsMadntMMnsN++pn:'mrMvwttMxrwelmltdwrkOwM.wMs "51 St. Lucie Blvd. tM,. Ow! C ww"'I"e nw,te} to w" o wM Iw h.cs htyr E,tw+r h lCl h Mwq Mshta, w lms haw [gtea lwT bqM. YuerwrMnns ws w Mlwl a Tltl. Fat Pierce, Ft i4946 gpyM 3?t@IfAIltdhnsat Aatwy 1. Towta a,.E. terwortia elMs lwwswt,iuryWe, npehiw wdkw*wsilm?eswissitwhem 6-Ittat Trassts tattery t. TAM lt: If. Job Truss Truss Type Qty Ply HOMES /SUMMERLANDWRCSUCEFG6FLATGIRDER12] RYAN A0193440 Job Reference o banal At 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 Dec 19 14:43:49 2017 Page 1 ID:?s0OvilzBGko2h FpRYibzzzOpep-ZV6fMpxvikeErJToMYnwwkkkUw3xZaenyxzw?ry7O_8 3-2-14 6-2-0 9-1-2 12-1-6 15-0-8 17-11-10 21-2-8 3-2-14 2-11-2 2.11-2 3-0-5 Dead Load Defl. = 112 in 1.5z4 11 4x8 = 1.5x4 II 1.54 11 Us = 08 = 1.5x4 II Sx6 = 1 Sx6 '- 2 3 4 19 5 6 7 8 20 9 np e r r r 17 15 14 13 12 11 r r 18 16 10 04 II 5x10 = 500 MT20HS= 4x4 = 04 = 2x4 11 500 = 40 11 2x4 II 3-2-14 6-2-0 9-1-9 12-0-15 15.0-8 17-11-10 21-2-8 3-2-14 2-11-2 2-11-9 4 2-i1-6 2-11-9 2-11-2 3-2-14 Plate Offsets X Y 1:0 3 0 0-2-0 9:0-3-0 0-2-0 11:Q 5-0 0 2-017:0-5-00-2-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20. 0 Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.23 13-14 >999 360 MT20 244/190 TCOL 10. 0 Lumber DOL 1.00 BC 0.68 Vert(CT) -0.74 13-14 >336 240 MT20HS 187/143 BCLL 0. 0 ' Rep Stress Incr NO WB 0.80 Horz(CT) 0.06 10 n/a n/a BCOL 10. 0 Code FBC2017ITP12014 Matrix -MS WEnd(LL) 0.22 13-14 >999 240 Weight: 225 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 'Except' T2: 2x4 SP M 30 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.2 `Except` WI: 2x6 SP No.2, W3: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/ size) 18 - 2278/ 0-7-4 (min. 0-1-8) 10 - 219410- 7-4 (min.0-1-8) Max Horz 18 - -39( LC 6) Max Grav 18 = 2447( LC 2) 10 = 2365( LC 2) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=- 2062/0, 1-2=-0160/0, 2-3--6160/0, 3.4=- 12747/0, 4-19=-12747/0, 5-19=- 12747/0, 5-6=-12747/0, 6-7=-12747/0, 7- 8=-0068/0, 8-20=-6068/0, 9-20=-6068/0, 9- 10=-1962/0 BOT CHORD 17-18=01718, 16-17= 0/10934, 15-16=0/10934,14- 15=0/10934, 13-14--0/12747, 12- 13=0/10918, 11-12=0/10918, 10- 11=0/699 WEBS 1-17=0/5700, 2- 17=-522/0, 3-17=-5013/0, 3-15=0/281, 3- 14=0/1903, 4-14=-669/0, 5-13=-664/0, 9- 11=0/5623, 7-13=0/1920, 8-11=-510/0, 7- 12=0/293, 7-11=-5093/0 NOTES- 1) 2-ply truss to be connected together with 10d 0.131"x3') nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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=5.Opsf, BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) 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 bad 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. LOAD CASE(S) Standard 1) Dead + Roof Live ( balanced): Lumber Increase=1.00 Plate Increase=1.00 Uniform Loads (plf) Vert: 9- 20=-60, 10- 18=-20 Trapezoidal Loads (plf) Vert: 1=- 170-to-19=- 230, 19=-230-to-20=-170 n4»«.k'r+teamssts;ui; u';uxutrcanuaanc+rctestaMrartrxg9rtwterr. uakk,r,rrarM.r.vstmsk,y,a.yp wrrx.rf twr r.;M«wrcuna...x ewsrww.,»eeaeaas..h IM1xnwM rlMrt HxtkeWWsk tlOak rF! Fsetms0esl hMaone...SN.`aA 6MemlM urrwwlN!gresnn nurs sllM p/nswprpryrnNnMer Mfr Mtiwlr/rrsprtw hrgMabr n Nr..krtnt. Iv kup n=arkes, wsuM raen.s. xxsk q Anthony T. Tombo 111, P.E. Zt 4 80083 V*4WOR"PatebeMArMn rnhM Ik kn+ks>,.sE.annIFIMMWeMgen.•trw S.as fqua xer7kAlry. rr r exinr xras wenNMnatlFl. ort St. Luci,FIL 61vd. Fat Pierce, FL 34? M6 gpyM 71i1{Ad Aoef 6esses Axt6eer t. tanbo 111, t.f. teprNertiaxdtMis/wrnkxt. is axt fern. ispr ildrl rriMam?M wiaentrrnrissix6os kd teolhrsses FxM1ofryLla he lR, t.E. Job uss Truss Type Oty Ply RYAN HOMES / SUMMERLAND WRGSUGE rFLO1 Floor 5 1 A0193441 Job Reference o tional 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 Dec 19 14:43:50 2017 Page 1 ID:?sOOvilzBGko2hFpRYibzzzOpep-1 hg 1 a9xXU2m5TT2_wF19TyHtyKKKl l hwBbiTXHy70_7 0-1-8 Hr 26d tFQ011f &$ 1 OIt B Dead Load Dell, - 3/16 in 3x4 = 3x8 = 30 3x6 FP= 3x8 = 1 9 3 4 S A 7 A 9 to 11 34 = 3x8 = 3xl2 MT20HS FP= 3x4 = 3x4 - 3x8 = 3x6 = 21 -2 Plate Offsets X Y I:Ed 0-0-12 13:0-2-8 Ed 14:0-1-8 Ede 15:0-1-8 Ede 19:0-1-8 0 0-12 21:0-1-8 0.0-12 LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0,72 Vert(LL) 0.47 13-14 532 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(CT) 0.66 13-14 377 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0,10 12 n/a n/a BCDL 5.0 Code FBC20171TPI2014 Matrix-S Weight: 104 lb FT = O%F, 0%aE LUMBER - TOP CHORD 2x4 SP M 30(flat) 'Except' 5) Recommend 2x6 strongbacks, on edge, spaced at T2: 2x4 SP No.2(ftat) 10-0-0 oc and fastened to each truss with 3-10dBOTCHORD2x4SPM30(flat) 0.131" X 3") nails. Strongbacks to be attached to WEBS 2x4 SP No.3(flat) walls at their outer ends or restrained by other means. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc LOAD CASE($) puriins, except end verticals. Standard BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 13-14. REACTIONS. (lb/size) 12 - 1146/0-7-5 (min. 0-1-8) 18 - 1146/0-7-5 (min. 0-1-8) Max Grav 12 = 1146(LC 1) 18 = 1146(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3711 /0, 3-4--3711 /0, 4-5=-4896/0, 5-6=-4896/0, 6-7=-4896/0, 7-8=-3715/0, 8-9=-3715/0, 9-10=-3715/0 BOT CHORD 17-18=0/2158,16-17-0/4621, 15-16-014621, 14-15=0/4896, 13-14=0/4625, 12-13=0/2169 WEBS 2-18=-2386/0, 2-17-0/1717, 3-17=-263/0, 4-17=-1006/0, 4-15=-93/768, 5-15=-449/33, 10-12=-2398/0, 10- 1 3=0/1 710, 7-13=- 1005/0, 7-14=-153n19 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. Fwq.Ikw Mngllrmaa M'F F r0W IMStES,rti.ttl'; NA3et 1',gli t lSMMKeSt7tF{YfrptrP?xllll9itl%rxeP Ma. fnMteeup Fnewrr M NMF wMllrvrc F lnaae!IR; aaFM /xwq 1. tagr e. rt. MMrwe.SFelAe w wNnlMaaw wM M b tM.a!N eeTx,awxw FMn M{kwlM Mtlrpk M, ereimrOagFNwxira, SrxM FgwnriNwlww Migrerewwx;Mu. fMlrrtwriaMwx4n+P+wNF 1.%owd* wyr 1-6lbM aynbMW(. aaxl iliL rMksgr ttrwprst NeNq uwbec wrMR Anthony T. TomtxF [[I, R.E. x. 0wrhbasMkr}hM egwrw r 0K.M %o—,0.e—.4WM'W.MMMphaMa.iU~01*KMMWWM4yn4e1M1.lk"0Mwr Mw/RW-0MT—M"WWNgJ.g *%*..War1W4b erywrNRF0 80083 M w{q rr,ga, ae Fttanx. Ieexn w M! M iB6M M M+M rhrlbr d Mperr(wrwr4M hrrrewwglSRnFewtk R M 1xA ae e4awrM4r p4. xris M ayrewiiMai M an / MMn; MrWrr. tm, bip (qat. aw Inu MmMMarx. wkn arttan,AhMkr.wmgNgwxnwgFrNMMta w IRhmMartrgaranKrbMwyAaMn.rh. uHwarpbaxsrFawg. MerpretdwatnnMMa?rFl fort PieSt,rce, FL Blvd. tort Pieree, FL14446 fehahM2t2{I{- lled[nssac ludeeri.tewboll, ff. RpMMiaarhislarwen,beeybtw.ispe{itip{aMMxtMafineprwistNehewA iled[nsses-fut4oirytiawANN.r.t. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND WRCSUCE FL02 Floor 1 1 A0193442 Job Reference (optional) At Koot Trusses, tort Pierce, I-L 4494o, Oestgn(gattruss.com 0-1-8 H Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:43:51 2017 Page 1 ID:?sOQvllzBGko2hFpRYibzzzOpep-VuEPnVy9FLuy5ddBUzg009pOPkhx1UG4QFS04jy70_6 0, t13-8-1-8 Dead Load Deft. = 118 in 3x6 = 3x8 = 3x8 MT20HS FP= 3x3 = 3x8 = 3x6 = 4x4 = LOADING(psf) SPACING- 2-" 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 FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP M 30(flat) 'Except' T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) *Except* 82: 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 13 = 2103/0-3-8 (min.0-1-8) 19 = 1039/0-74 (min. 0-1-8) Max Grav 13 - 2103(LC 1) 19 - 1074(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 12-22=-884/0, 22-23=-884/0, 11-23=-884/0, 2-3=-3391/0, 3-4=-3391/0, 4-5=-4269/0, 5-6=-4269/0, 6-7=-3333/0, 7-8=-3333/0, 8-9=-3333/0, 9-10=0/758 BOTCHORD 18-19=0/2010,17-18=0/4269, 16-17=0/4269, 15-16=0/4269, 14-15=014112, 13-14=- 137/1894, 12-13=-758/0 WEBS 10- 1 3=- 1067/0, 2-19=-2222/0, 2-18=0/1526, 3-18=-303/49, 4-18=-1213/0, 9-13= 2329/0, 9-14=0/1673, 8-14=-257/0, 6-14=-950/0, 6-15=-1691740, 5-15=-301/8, 10-12=0/1 149 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. CSI. DEFL. in (loc) i/defl Ud TC 0.87 Vert(LL) 0.47 14-15 509 360 BC 0.84 Vert(CT) 0.6014-15 395 240 WB 0.80 Horz(CT) 0.07 13 n/a n/a Matrix-S 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1Od 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 850 lb down at 21-0-4 on top chord. The designiselection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, bads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead * Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert:12-19=-10, 1-11=-100 Concentrated Loads (lb) Vert: 11=-850(F) 21.2-8 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 106 lb FT = 0%F, O%E ate. nuu u.nr. e`t.l ree natnt'v~(=r^; ar u t=,Mn r laa(s 1>M1ow,(inn, unoetiwtM 4rn k,rwo nr.+n wan (mt a.ti;aa; rurf 1 Era .t Mow safe.. ry R4u rn„n row b IN.rh Mhtn.nxrfret tllkeerk NllfinkeN helms htttrt!t-`IK+R fpnax;Y rlwew lkrtlrowk wlrglrleikr nrerw.pweeeee;wrurrn It ksrleelY nglefmtkMntlwbetK,Ml. win thl. htktNtwnnpst.+eeNN oMnre,trMnr Anthony T. Tombo 111, P.E. wrneck,1,ntMwtkNrybMrtywllNpAlkO+r,hG..rsrlreNRrxrnMYgasTn.Hu,Mdk,K,MlKwla(IMbdY okxfRl.1. ikwwgdkriMw/wtMlleudMtrntwMnEMeittrrp.atM+FwwlMngtMlMbnywrMirya 4 80083 M InxRr Oesyin wi/erNw. lNwM rut eMirlAO Mile pMrs wl ryixrsel tkleigal(r utl4M1!HpMM?USRMIY!IMp R!MWntrrtrtr(MM pr pMw,t. IM1I MMt M tyrNXlMf wlkWt R Unc ktipa. inn MTtpnrweintt Yr,Mra.wMx 445, St. Lucie Blvd. Ma>hfeeelNl. e,wngrweeMe n marR M eA non whN. Ik Inn Mip 1 n I/Jf M tnAkeltn9r. w Lnt 4Exr Eepxn R MMt. MeglxuN re: we n IeleN x 7lld. fort Pierce, EL 34446 gpyM i1 Y111A-t tod fusses-Alldo(rrLlawNi9, t.E. Rlprfanr al cis lwnikn.n q MafspAti'Ref rilkeptlb ainee twenssw he A-I lad!(enes AaAa y LIrtW IN, t.l. Job Truss Type OtY P1Y RYAN HOMES / SUMMERLAND WRCSUCE TFLsO3 Floor 5 1 A0193443 Job Reference (optionall n! rtwr !lusx>, mart rraxlw, r KaYo, ucaayrlttiyoluuas.wan Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:43:51 2017 Page 1 ID:?s00vllzBGko2hFpRYibzzzOpep-VuEPnVy9FLuy5ddBUzg009p_lkia1 UWOFSO4jy7O_6 0-1.8 H 218-0— I 2F412I1F = I 3x6 = 3x4 = 3x4 = 3x6 FP= 3x8 = Dead Load Dell, - 118 in 3x3 11 30 = 30 = 26 h? IY 3x4 = 3x8 = 3x8 MT20HS FP-- 3x8 = 3x8 = 3x6 = 3x3 = 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 Inca YES BCDL 5,0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except* T1: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING• TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied or 6-" oc bracing. REACTIONS. (lb/size) 23 = 1012/0-7-5 (min.0-1-8) 17 = 1729/0-3-8 (min. 0-1-8) 14 = 52/0-3-8 (min. 0-1-8) Max Uplift 14 --139(LC 3) Max Grav 23 - 1021(LC 3) 17 = 1729(LC 1) 14 = 204(LC 4) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3177/0, 3-4=-3177/0, 4-5=-3875/0, 5-6=-3875/0, 6-7=-2708/0, 7-8=-2708/0, 8-9=-2708/0, 9-10=0/1199, 10-11ro/1197, 11-12=-127/359 BOT CHORD 22-23=0/1899, 21-22=0/3875, 20-21=0/3875, 19-20=0/3598, 18-19=0/3598, 17-1 8=0/1 158, 16-17=-359/127, 15-16=-359/127, 14-15=-359/127 WEBS 2-23=-2099/0, 2-22=011413, 3-22=-296/21, 4-22=-976/0, 9-17=-2419/0, 9-18=0/1743, 7-18=-258/0, 6-18=-1012/0, 6-20=0/700, 5-20=-282/0, 11-17=-1141/0, 12-14=-183/536 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 1 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TC 1.00 Vert(LL) 0.3918-20 609 360 MT20 244/190 BC 0.80 Vert(CT) 0.5218-20 456 240 MT20HS 187/143 WB 0.83 Horz(CT) 0.07 17 n/a n/a Matrix-S Weight: 127 lb FT = 0%F, 0%E 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=139. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131' X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means, 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard nruM.n nw. `a+cep tm.t fvutr3, auw ltun uaauacrs intoxc rtxmcoi ar r. Mnkur r..nw! N nMeM s a! ice,! N,,mt{Iw;Nr uaa.! 1 i xr[. aexme u,«a+.. rk. , ww.ne aN be, [s.,n IYterrfM lMt nalkefMtar MllCxkaM alatmtM}hpr+la. ranq fa}islMwi.wr nr+rpgalaareMaxa xax prtcuN npmrxansaa Nar lrMbyaatY sn/r lnolsNµNelle aP+h.Nnmi. Nit" xl.apwr,x ".Oft-washt Anthony T. Tombo 111, P.E. Nmdan5nllrrnlrlMkrsrtsparNnAMCnrt,h6.we'laArnaMRnr 4f.Ir On en,a4eNMApI C.M9[N14Maf+"M7NrNilrl.IMgNmIdMRIN IArNeuAMfml,NMMIM4.tM.bYlwwNlrNgwlibMrrgwr aalA a 80083 M Mwb Olxpn N(raaar awUl Wralf lar lr@NbMxansNpNMn4plrrM Garno15hN1/MMMpISgrMfNlil IFN WFRl MxMbawxpMa+a. MFIMM4M ntawlMkltNMMl AIY4rx Wpw4451 St. Lucie Blvd. Ma.!! a alGMka;rMyrNrpax.ray Fri aana elMrH IM ims MpalNx*Ir IlOtM hMpM+px,•kni f.wslapoa ran MlM. argWUN welne Mrrx 7lFl. Fort Pierce, FL 34446 atyrgk02B14 Fd toel llasat AtxMxrLlasM IN,tE, trptMwlirx ai MB lxaean.i ur Me,ts MaAl4rlx4MaNlM niae tenptsiahawsA-1 toalinsus-FMery IJaxLr ip.tt. Truss Truss Type Oty Ply RYAN HOMES / SUMMERLAND A0193444 RCSUCErW FL04 FLOQR 1 Job Reference (optional) Al Kooi trusses, r-on coerce, t-L J4`J40, oesign(CBaiuuss.com 0-1.8 HI 3x4 = 2 3 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:43:52 2017 Page 1 I D:?sOOvilzBGko2hF pRYibzzzOpep-_4nn?rznOfOpinCN2gldYN M B67?jmOGDevBac9y70_5 3x4 = 4 5 2-4-0 om Dead Load Deft. - 1/8 in 6 3x4 = 30 = 3x6 = 34 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.87 Vert(LL) 0.43 11-12 369 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(CT) 0.56 11-12 280 240 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.03 8 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 67 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc puriins, except end verticals. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 13 - 72110-6-14 (min. 0-1-8) 8 = 714/0-3-8 (min. 0-1-8) Max Grav 13 = 721(LC 1) 8 = 714(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1980/0, 3-4=-1980/0, 4-5=-1623/0, 5-6=-1623/0 BOTCHORD 12-13=0/1266, 11-12=0/1623, 10-11=011623, 9-10=0/1623, 8-9=0/1623 WEBS 2-13=-1399/0, 2-12=0f790, 3-12=-378/0, 4-12=0/615, 4-11=-286/0, 6-8=-1778/0, 6-9=0/262 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 3-1 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 r x ! es`A-0ma msus rx:ey uawn n Alam+noalauar ry uEwux'r. w s r,w rs aarF ims k,rt.yprealr+aw! !.a se.r: Mxnn srnt4.. n« wss «.,. mr a . ie .a AMh[,waaKllw tMkMg4ki16sekertA. Ae trns hvte tss srii a.SpMS EV—"eiW."ab npnmhs k kw'lat spt.,kyMaat tblah.ss a!l. Anthony T. Tombo Ill, P.E.. MeudpntussF arkayfsMrtyasabrtrtlY,ban,M1s6sn'snMtaM4wt 4et"w'9kv}e.rtMeM.ndMK,kMtwllkhntMllti Mtn/1ti.I.hyrnNrtMa1My4/nertMtmew4NkIA^/`9sssr.ns+rtswAFagNak rnssuAAarA x80083 Ne kdi.rkxpM(eltsR. AbMn WwlrtrilBM#enw artlrsrtwl.r[nw sls re.rel>lS6r*skAMm.AsrArtMuuMnArrnrrtpls. uslkfMsrnywHYllle+trkwsARun:k>ps.Yn: kt tphasrsm.il.wd+e..Mss 4451 5t. Lucie Blvd. M+ nnt ktsAk A:Mrt 7Maa a naYM W 1 a+l. Ik hxt MsJ1(a., n AGt M kdb4rn x. hers Seas Egsru rtwr7. pl nfatrNai: we n kka a Ti. Fort Pierce, FL 34946 ferlrgM YOlAA-Italhnset-Mnbopr 1. taebo l&, r.E. ttpsetMi al sbn Mseaeswl.iea/Ma.is rsNilik(xidKattbe ache yrsAittiAehea A•I tad russas AadAgLlaebrill: P.J. Job Truss Truss Type tatty Ply RYAN HOMES / SUMMERLAND WRCSUCE FL05G FLOOR GIRDER 1 1 A0193445 Job Reference (optional) 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 Dec 19 14:43:52 2017 Page 1 10:?sOQN lzBGko2hFpRYlbzzzOpep-_4nn?rznofOpinCN2gldYNM Fv75hm3XDevBac9y70_5 0-1-8 3x3 = 1 1.5xj II 1-5.0 2 0_9..8 3 3x3.= 41.5x411 L i W '.W2: 0 Q 1.5x4 11 1.50 11 7 6 5 3x4 = 3x3 = LOADING(psf) SPACING- 1.4-0 CSI. DEFL, in loc) I/def Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) 0,03 5-6 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1,00 BC 0.61 Vert(CT) 0.05 5-6 999 240 BCLL 0.0 Rep Stress Ina NO WB 0.28 Horz(CT) 0.01 5 n/a n/a BCDL 5.0 Code FBC2017rTP12014 Matrix-S Weight: 22 Its FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8 = 556/0-3-4 (min.0-1-8) 5 = 799/Mechanical Max Grav 8 556(LC 1) 5 = 799(LC 1) FORCES. (lb) Max. Comp,/Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1020/0 BOT CHORD 7-8=0/1020,6-7=0/1020,5-6=0/1020 WEBS 2-7=0/315, 3-5=1194/0, 3-6=-308/0, 2-8=-1194/0 NOTES- 1) Unbalanced flea 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 wails at their outer ends or restrained by other means, 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1,00 Uniform Loads (plf) Vert: 5-8=-7, 1-4=-67 Standard Concentrated Loads (lb) Vert: 3=-1062 hniq.kb»aw xt!rRnM'N$flRUES',iFti iEAaN llCk f&p111914t1A0Mi'iq!tl'ixllgRAKltNrbR. MAyMgth'+MswirMFMa«4a tNn plN 9mpi4tl wlMNM€t?wM l:.ldm a llpFMxr ek. MfntMb wtM,MIDk Ir Iafw :watt IMn aOk mib M nt a a wM 1• r tmt tngi MMmpa.'Madp 4Tn+6 M wf w tri nr+,aepwxrgMn rf M rrauw " arNaaR a Mw,yrthe u+W iwsr alwww M n6w6 war M1. Hraa rewrews. a,w1 wMxwc.: waMtt Mmtbstrnxla w.blw a MnsrwWagrfMDKwr.MOrwa'c wewmra waMMMr Mirat.NMrWA SYI!.MKwtMaN b9by Ne MIRE Anthony T. SW83 III, P.E. lu wRn xMnt«rwtwRraaal K,,aw+twrt u R,.,wew.ra aewMmrwnrt a6Q83 M hMRfnyra wrfwea#c dlw wwwM now Mxawn 0 sit,b"(.WWSAR a."Xirr Wh MwlSxtwnMwsrik I-Wro- 4451 St- Lucie Blvd. Msr.aeMrMer r trwra 7 h" `wwM R rrMtn aabl. ?# Iwa MvilY*ar a MAC MMNg4s w.a fms lnwwbpra rtw. abet. k! rwawda:as er u aa4a MA. Frxt Pierce, FL 34946 CotYrgYr 42211{F-(t.4lbvunAnM.y LluMix, t.t. ttprwprti tdais NcwM,d"ry low is p*Ybiwl.{dwr dw xviRer pneitsiaehre t-I tai lnsus-AeMayt[N4oa.rE_ Jab Truss Truss type Oty Ply RYAN HOMES ! SUMMERLAND WRCSUCE FL06GE Floor Supported Gable 1 1 A0193446 Jab Reference (optional) Al Hoof Trusses, Fort Pierce, FL 34946, destgn(ejattruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:43:53 2017 Page 1 ID:?s00vI1zBGko2hFpRYibzzzOpep-SGLACA_Pnz8fKwnZbOss5avYCXaLVaj NtZx78cy70_4 q-8 N-8 30 = 3x6 FP- 3x3 I I a ,a 11 0 0',4 a5 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 2322 3x3 =-- 3x6 FP-- 3x3 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip DOL 1,00 TC 0.08 TCDL 10.0 Lumber DOL 1.00 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.03 BCDL 5.0 Code FBC2017/TPI2014 Matrix-S LUMBER - TOP CHORD 20 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 20 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purtins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-" oc bracing: 34-35.33-34,31-33,30-31,29-30. REACTIONS. All bearings 24-7-0. lb) - Max Uplift All uplift 100 lb or less at joint(s) 22 Max Grav All reactions 250 lb or less at joint(s) 42, 41, 40, 39, 38, 37, 36, 35, 34, 33. 31, 30, 29, 28, 27, 26, 25, 24, 23 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.50 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22. 7) 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($) Standard DEFL. in (loc) I/deft Ud Vert(LL) n/a n/a 999 Vert(CT) n/a n/a 999 Horz(CT) -0.00 22 n/a n/a PLATES GRIP MT20 2441190 Weight: 111 Ib FT = 0%F, 0%E Maary lIm,lMalk • M'41 ntxMei.'S°SFttif UlFN: Mr6 t @AM}Y71ti fnIDM;'Nt[r1 k;a14'BafKlXtrkar knit kr'RP r atrwlwn w Rn Imr AmgitE M kFrgi !r R t,' MMM,AMNhre ra. teacaar.ae aM a* A+rl add:lwxMrMknrf kr it lakalli,rtnn lrs lrpwS.,, Slrghi,pwa`r.badxwllM grrsra!aarawrdMaanxrrd aP+!^'1'r+niMk Fr&kv*dkr unprLni:gldt.Mr31 «krmA. flrayr npaPau.bplMMe,. writs Anthony T. Tombo lil, P.E. Mrodxn k.vs kirwOdlarn MnipwRCMkdae o.ee. re anrr'l rrkwaa gdaMkikq in!pr.!rhraNadao- a[, Ik arNMba irM!grM M',III. tvgiaMdM il4.rt rbbt!Iw d1e?ml agprlMM, teats. atWarafgrra adkbrregsWRd a kkJM ae er witwlnrfr. amM,rats.ae ar a«krl.d Meaa,xara ta+sant rxa,.au;r hm ft i er! earr ram r+w rpa M,a, rraar«na nlr ara,ertr irn, .r ,arc r ,«[!n, a«ean«.,Inr x 8W e rs«.aaFraNrwrar{earAra.grAr.ar+mrrt!kim,h,q Ma!«nw!fr MBr}aupr.. Giu 4rar. hiamdaf bdl!y. aapmtlpen atnar:Nxuia. ort St.Lucie 3494fastRlexe, kZ 3444d Erpyrgl!fr tdH t E tod lressa-AxMayLGabe UC l.E. teprdatie!r efMis h+raaa.irrry a, it pserrtbpel Ri at Mre.xdteapmmssi«6ow A -I led lrrssssAr16ay1.lerr4o pLr.t. Job Truss Truss Type Oly PAY RYAN HOMES / SUMMERLAND WRCSUCE FL Floor AQ193447 0-1-8 H I- 2.6-0 ! Job Reference (optional) Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:43:53 2017 Page 1 pp1D:? ps. 00nvllzBGko2hFpRYibzzzOpepSGLACA_ Pnz8fKwnZbOss5avOIXOoVRjNtZtx78cy70_4 F-: gg=i 2— 0 i F 0-tt-8 Dead Load Dell. = 114 in 3x4 = 4x8 = 3x4 = 3x3 = 30 = 3x6 FP= 4x8 = 3x6 = 4x8 = 3x8 MT20HS FP-- 3x6 = 3x6 = 4x8 = 34 = 3x6 WB= LOADING( pso 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 M 30(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) `Except* W2: 2x4 SP No.2(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purfins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 22 = 133510.7-4 (min. 0-1-8) 14 = 1329/0-3-8 (min. 0-1-8) Max Grav 22 - 1335(LC 1) 14 - 1329(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-4511 /0, 3-4=-4511 /0, 4-5=-655610, 5- 6=-6556/0, 6-7=-6653/0, 7-8=-6567/0, 8- 9=-656710,9.10=-6567/0, 10- 11=-4551/0, 11-12=-4551/0 BOT CHORD 21- 22=0/2565, 20-21=0/5823, 19- 20=0/5823, 18-19=0/6653, 17- 18-0/6653, 16-17=0/6653, 15- 16=0/5848, 14-15=0/2618 WEBS 2- 22--2835/0, 2-21=0/2152, 4-21=-1451 /0, 12- 14=-2876/0,12-15=0/2137, 10- 15=-1434/0,10-16=0/878, 8- 16=-317/157, 4-19=0/889, 5- 19=-313/160,6-19=-776/422, 6- 18=-252/254, 7-16=-7621435, 7-17=-258/248 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. CSI. DEFL. in (loc) Vdefl Ud TC 0.71 Vert(LL) 0. 70 17-18 417 360 BC 0.81 Vert(CT) 0. 9617-18 303 240 WB 0.61 Horz(CT) 0. 13 14 n/a n/a Matrix-S 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131' X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 125 lb FT = 0%F, 0%E r.n,rrin 0 01, — %'AItoot rarnurarrrn,aarlroA,artrxarAtwurrr.hanr F.. ,rw.s,«sm,tr +;rprcwew.,Fl.am.e rwe,srMron rAnw..,.An»r»nr..k wtn,a.iwA.s nakxAwkin*k, AA.1111-oe>hnN-01.,5n.gtq.,+tMuA mnR rpnana reureAMpws>reA ryKnh:np+nAARaMMyAAe serer tw,: pinl selN .a n iM11. tk ns..,,p p,npa.c:er Mq Anthony T. Tombo 111, P.E. nen.Aw,t,nswearwyltw„y.,Ask,Aro...lka..^one.a«,pnrw.rrn,..wnAmAAra.wat aw,xw ,.itn1. n:4pnaAa,Rrwr.ran,Aat r....owrry.,.e,.,x,wlwl.,+a.l akan,r.,.rarA # 80083 MGegku".o(o ... O'",ut.A.Now M pow.4 rort oft"*" (M.00SAII IAnxA.*S4P** 1( nl oSxAnidawAw parA pUn. aFl on,M nsrnesok,Nos,Arw knt low. sns, reiq farwrN lnu An-bmoo Ws 4451 St, Lude Blvd. wlxMreMMysE Ntr7rMq.+reabAN.+YnhN.Ikk,nMtEy.xnfOtOri Mn.ek+u$n.FpraNMMlry.lAnrlMxN.:neIANEP41. Fort Pierce, FL 34446 Ito4wVri.aki4lone. a,M.YMaisFolk"#viAMmAA6MA- ltadhnus-MMay1.laxkr4Lr.0 Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0193448 WRCSUCE FLO8 FLOOR 6 1 Job Reference (optional) H I moor i russes, ron rlerce, rL .}q V%Q, oesgrl%ya Iuubb.wurr 0-1-8 H 3x3 II 1.5x4 = 5x10 = 5x6 = Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTak Industries, Inc. Tue Dec 19 14:43:54 2017 Page 1 ID:?sOQvllzBGko2hFpRYibzzzOpep-wTvYPW? 1 YGHWy4M195N5doRgvxkMEutW6Dghg2y7O_3 3x6 FP= 3x6 FP= Sx6 = 5x10 = Dead Load Daft. = 114 in 5x8 = 500 = 3x6 MT20HS FP-- US MT20HS FP= 500 = 5x8 -- 5x6 = 1.Sx4 SP= 5x6 = LOADING (psf) SPACING- 2-M 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 20 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 24 = 1448/0-7-4 (min. 0-1-8) 15 = 1448/Mechanical Max Grav 24 = 1448(LC 1) 15 - 1448(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5456/0, 3-4=-5480/0, 4-5=-830810, 5-6=-8308/0, 6-7=-8308/0, 7-8=-8675/0, 8-9=-8327/0, 9-10=-8327/0, 10-11 =-8327/0,11-12=-5530/0, 12-13--5506/0 BOTCHORD 23-24=0/3101,22-23=0/7228, 21-22=0/8675, 20-2 1 =0/8675, 19-20=0/8675, 18-19=0/8675, 17-18=0/8675,16-17=0/7263, 15-16=0/3168 WEBS 13-15=-3427/0, 2-24=-3367/0, 13-16=0/2555, 2-23--0/2573, 12-16=-264/0, 3-23=-265/0, 11-16=-187010, 4-23=-1888/0, 11-17=0/1156, 4-22=0/1172, 10- 1 7=-303/68, 5-22=-30100, 8-17=- 10 19/319, 7-22=- 1034/304 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x6 MT20 unless otherwise indicated. CSI. DEFL. in (loc) Well Ud TC 0.28 Vert(LL) 0.63 19-20 499 360 BC 0.79 Vert(CT) 0.8719-20 362 240 WB 0.61 Horz(CT) 0.11 15 n/a n/a Matrix-S 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Refer to girder(s) for truss to truss connections. 6) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 222 lb FT = O%F, 0%E bMq MeaeMlMt MaM M'AI S4tS;"RUR'"h. xRAx4i lnrca{'p7±FrlxrAenmwrrrex,. rarr lrc4rMwMal Mt«Ir Mh5MM1'M{hu bMgilp!MiM1NbiI.imMa.IfhMent SiMld«P ML rxnr .ro a M iW..wn NtM<rwnIY MRketeiM Fe WO-W l+r tmi toll*,0V m4. l4a1gr n,MrMe:.MNq NAtwl lAitM} Anthony T. Tombo 111, P.E. MtmxM,k.StM w.pilsrubMMMJrRe MO««a.aeP,4 MwuMgrx«4ieAbl Anip«,MbrwMsAeee.r KMIMiM MkMp iNe Mani iMMMxd MleaMlMrwlualt lmtMawq. mMp<.rMerMny wMA.r,vMwwr.x 186483 MG'aM MOeMM. {&Mxt Sa M«Ile lreMraxrMM+rtrrMfM+xMMWr(MgMMSSM M«NM4(SF,;I+Itisweksn Mflx4 eeid«aMbr paBM Rld rx«r, Ae nMMx1 MfMM RMtmrOeti}x:Mm 9rrEepw«Mf7mV MrhU««,MWS 4451 St. Lucie. Blvd. NaMGaAMMt Gantt ww"MM"o!aN^x+.«hri. rM 14n1 if 01 AM rNAlt'vej- Gm ksgM6gMa xM1Mf" a moo"Mx1111 M Mtll«Pb. lFort Pierce, b't. 34446 trM .' ZOIAA-I kOUasrs-ANMarttatlnitl,F.t.Aepo/vrtiadNis doi.wt.arar law, ispeYiliM,bn M adlntnrusstt«fiuM A ted tutus AO"y 1. leak Al, rt. Truss Type Qty Ply RYAN HOMES / SUMMERLAND LTrussFL09G FLOOR 1 1 A0193449 Job Reference o tional At Roof Trusses, Fort Pierce, FL 34946, design@attruss.com u 0-1-8 H 1 3x3 II Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTak Industries, Inc. Tue Dec 19 14:43:55 2017 Page 1 ID:?s00NIzBGko2hFpRYibzzzOpep-OfTwds?gJa PNZExyjouKA?_pdL4TzG WgLtQEDUy70_2 1I- 80,•-i 2h--1- i 4x6 11 4x6 II 3x6 FP= 3x6 FP= MSH422 Dead Load Deft. = 5/16 in 9 m a 24 23 22 21 20 19 18 17 16 15 5x8 = 500 = 302 MT20HS FP-- 3x8 MT20HS FP-- 5x8 = Sx10 = 5x8 1.50 SP= 3x6 SP= 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 FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP M 31(ftat) BOT CHORD 2x4 SP M 31(ftat) 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) 24 - 1629/0-7-4 (min. 0-1-8) 15 = 2000/Mechanical Max Grav 24 - 1629(LC 1) 15 = 2000(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3--6296/0,3-4=-032110, 4-5=-9962/0, 5-6=-9962/0, 6-7=-9962/0, 7-8=-10880/0, 8-9=-10796/0, 9-10=-10796/0, 10-11=-10796/0,11-12=-7991/0, 12-13=-7966/0 BOT CHORD 23-24=0/3525, 22-23=0/8495, 21-22-0/10880, 20-21 =0/1 0880, 19-20=0/10880,18-19=0/10880, 17-18=0/10880, 16-17=0/9768, 15-16=0/4485 WEBS 13-15=-485210, 2-24=-3827/0, 13-16=0/ 3814, 2-23=0/3027, 3-23=-269/0, 11-16= 2215/ 0, 4-23=-2348/0, 11 -1 7= 0/1 117, 4-22=0/1 593, 10-17=406/0, 8-17=-633/ 797, 7-22=-1757/0, 7-20=-15/ 373, 8-19=-267/53 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x6 MT20 unless otherwise indicated. 5x8 = CSI. DEFL. in loc) I/deft L/d TC 0.41 Vert(LL) 0.73 19 433 360 BC 0.80 Vert(CT) 1.01 19 312 240 WB 0.91 Horz(CT) 0.12 15 n/a n/a Matrix-S 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Refer to girder(s) for truss to truss connections. 6) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) Use USP MSH422 With 10d nails into Girder & 10d nails into Truss) or equivalent at 20-3-4 from the left end to connect truss(es) FL05G (1 ply 2x4 SP) to front face of top chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 9) Fill all nail holes where hanger is in contact with lumber. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-24=- 10, 1-14=-100 Concentrated Loads (lb) Vert: 11=-733( F) PLATES GRIP MT20 244/190 MT20HS 1871143 Weight: 222 lb FT = 0%F, 0%E NagflaxMahiR sat. h' AR kAYaeS f('UUIt;iMlW Low" td1t4!"p!H'(Aa141Ri%«ArAn M4Nt'fMewle+eMnM etteswks iras fege'nx,q?xkM Lleemi ups.t. 6bxa AakMae ae Rbu Metre ami r7ltAi.rt 4na>»waM rMn amkaeik HNAw"' l roe km FtTe'$A=`M'4t dp.r M rlwwi tier aRAwx, neaMpdnxMewer eyimwrr 6xbsgeaFx uwlMk.x lgideewM[NMs..Mx Olt ikmu ai^""+-irtMry iwNAea.! Anttsony T. Torribo lot, R.E. MaelAn tea,ra ew Gm naernMmaarrxwe Owe.MCaaieMaageMwMMMpenMr.RMrwlm.tw«.r«MM4Yeea,q,MeM L 11egNeNde.119Mwewa, elrxae m>,wwr*e +r,.wrwere,«q WXk/rrzwsMerd t 8W83 MmAtw,Mr x MtwexM. meees alMeM h9MMM+*amtl +dtkkeiry tem*ik SFA ei4a1tm4 MMUM1r tnMSlpmnlawNbrN 1^ tlV l bm;k+nw +wl kas kxe[ms Mud*-Mn+6nM wtims w AMax.Mnc t 4451 StLucie 8tvd. eM,aa aAMir a GeRrJ e}M pe a'.M/N eeNAet saM1 ±N Imr N+ip ENry s 1Q.le i+rl OeeNew.er hatHnM leprno d q a,pAP gwxs en a M!M a INt. Fort Pierce, FL 34946 ker1ry11 b^ 10t6 R-1 iwl6rsscs MA4eey l.Imele IIt, LE. tepei.ernx d tMislm snt. M aN' law, is rnAi6itel •Abeel W wrMa pmmissieeirem fro ted Unsu- flmlar 1, ime6o IA,-rl. uss Truss Type Qty Ply RYAN HOMES / SUMMERLAND AQ193450LobCSUCEFL`10 Floor 1 1 Job Reference (optional) Al moot I Fusses, MR melee, M ,myna, oesignfga itruss.com 0-1-8 H [-2 8-0 i 1.5x4 II 1.5x4 = 3x8 = 1.5x4 II 1 2 A Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:43:55 2017 Page 1 I D:?sOQvl IzBGko2 h FpRYibzzzOpep-Of fwds?gJaPNZExyjouKA?_huL2Xzl VgLtOE DUy70_2 h____• 2-2-8 I 1-3-0—I 2F------0—O---I t-3-0 -I F-1- Dead Load Den. - 3/16 in 3x4 = 3x6 FP= 1.5x4 11 34 = 1.5x4 11 3x6 = 3x6 11 6x6 = 4 5 A 7 8 9 10 11 12 3x6 = 3x8 = 3x4 = 1.5x4 II 3x6 = 3x8 MT20HS FP-- 4x8 = 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Wall L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.90 Vert(LL) -0,48 18-19 495 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(CT) -0.69 18.19 346 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.78 Horz(CT) 0.03 12 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 101 lb FT = O%oF, O%,E LUMBER - TOP CHORD 2x4 SP No.2(flat) 'Except` 5) Gap between inside of top chord bearing and firstT2: 2x4 SP M 31(flat) Except` diagonal or vertical web shall not exceed 0.500in. BOT CHORD 2x4 SP M 31(flat) 6) CAUTION, Do not erect truss backwards. B2: 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 4-10-1 oc 1) Dead Floor Live (balanced): lumber purlins, except end verticals. Increase=1.00, Plate Increase=1.00 BOT CHORD Uniform Loads (plt) Rigid ceiling directly applied or 10-0-0 oc bracing. Vert: 13-20=-10, 1-12=-103 REACTIONS. (lb/size) 12 = 1128/0-3-8 (min.0-1-8) 20 - 1128/0-7-4 (min.0-1-8) Max Grav 12 - 1128(LC 1) 20 = 1128(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3612/0, 3-4=-3612/0, 4-5=-4533/0, 5-6=-4533/0, 6-7=-4533/0, 7-8=-3873/0, B-9=-3873/0, 9-10=-1212/0, 10-11=-1108/0,11-12=-1212/0 BOT CHORD 19-20=0/2129, 18-19=0/4424, 17-18=0/4533, 16-17=0/4533, 15-16=0/2927, 14-15=0/2927 WEBS 12-14=0/1609, 2-20=-2353/0, 2-19=011640, 9-14=-1896/0, 9-16=0/1097, 4-19=-898/0, 4-18=-225/591, 7-17=-42/274, 7-16=-1163/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0,131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. bary-lfsu w yrare, ne'el nests (uu+r, .nets Hatt e;rMaMxs (SV1aM4lrtEfyxuputKMtur kR t<nnee+P p!.mFttN mr rn.as mts k,grrn.tinaYN4e w,q I. hpe lae .rare uKMn.x its «e".,,. nN«et Ili, kq t 1"a ON" Mkareklklwuk"Anthony T. Torntio 111, R.E. Near.,;.n,k.awpKM,.y.tawrar4.M..o.Mtm+nr+.rkkrw.eka,saaa Ix.krNkrinik+rytwNml.lkyp ialala N.ruu„eerlmt:Rarhkrtu.rr.awsrNw.,F,kwkkmM.,Nma x 80083 Ikt+ifrr legar N lMre.. MHr m rM • M 10Q Nka N t aae eaNl (a rartS4al14awMadSAPMSMe h M NSI(i n nkwnr k Regi PMwe. IM1I klwtM rtnwrM4xr Nliert4 M gxtleglr.. im kswEtyaar N Ims xaMtMn. atnt MamrMNhelwxenAatrpae.neRh ana xa6M tk km ktyelgwane;IMMWur lap.,rrN+ss Slawfrpex xa.kur.AyakMaecnae4xNe11t1. r.I,uFL Blvd. Fort Pierce, r34946 MyrirM 2l t@liAltod6usses AetAouy 1. leabo lt, P.F, kpowuri- dNis lonetN.iaypreAiliw WNW* .00AP"Misti"fim A 1100 terser AuNeuyftoalellFP.F. rnlss rnss Type ary PlvRYAN HQMES ! SUMMERLANDSUCEA0193451LlobFL11GEFloorSupportedGable21 Job Reference (optional) Al tcoor i russes, t-on Fierce, f-t. 34u", oesignLgaitruss.com 01t -8 p S'Ti 5rf1 ST 34 33 32 31 3x6 FP= 5 6 7 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:43:56 2017 Pagel ID:?sOQvllzBGko2hFpRYibzzzOpep-sri lgCO14uXEBOV8HWPZjDW3Klc 1 ixapZX9nlxy7O_1 01 8 8 9 30 29 28 27 26 25 24 23 22 21 3x6 FP 30 - 20-1-8 20-1-8 3x3 = 10 11 12 13 14 15 16 17 c oS Y 20 19 18 Plate Offsets (X,Y)— [1:Ed 0-0-12 35:0-1-8 0-0-12 37:0-1-8 0-0-12 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 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 18 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 89 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 purfins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 20-1-8. lb) - Max Grav All reactions 250 lb or less at joint(s) 34, 18, 33, 32, 31, 30, 29, 28, 27, 25, 24, 23, 22, 21, 20,19 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 14-0 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 twwq MwlMwjq loan a'Mt K9rH6S1.R;St6t%6tll[UI RtlNt{6 r11p13 trt1 dfPY!9";h1k1F.l96 Ai"M. Mh ku pnMlnt wetwe wb wMtwn Erap be.ry{IOawtwr Marl E.iwa t4 fl.lAnww kewwMlw m. Wa Awww swat wlt tr6.tN e; fMnataaaaf exn6atnaaeettr:tk,a ,..,k ris.+.r>k+w wwrnM +sar:wa+ a:Mx,x+.egaynn.rk,gtehuM n,+pnaw rrnwh.+ernu.n.nu tuan .ga+rw+, «+r AnOmyT.Tombotll,P.E. a/rw ttkt hxtbwr a11a1fwiMatr01 w1aMf.Far'MPFbAltitM 4wlwMMt gMtr}a.wdtwm+wwr#.Mit wiyWlwgp tM wi!M1. tMwwaM tFMIMNwr wY+wA4e kwt w Wl> waMMrtww wlww,y WrwwrnwwtHR/ 4'80083 rnwn Ma + at.wtM«e.n n6Ne wrpta.ww a w grr.uwacssQn hfxwr cenn +an+ r+ now., t« ,oar bw„e tmtfapw.ux .a+F+aa w.aaw.aha 4451 St. Lucie Blvd. r uawMtwfatceRa R,aww««rq of.wrwnwd 1h1— hV—V1k gh,4w.a ka,lraa:y„aaaa r 11ar trmmaaadatrra. t Fart Pierce, FL i4446 Coppir8 C 26I6A1 tenllmustwfim- A rLl.40111, rf. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0193452 WRCSUCE HJSC Roof Special Girder 1 1 Job Reference o banal 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 Dec 19 14:43:57 2017 Page 1 ID:?sOQvitzBGko2hFpRYibzzzOpep-K 1 bg2Y1 wrBf5pY4KgDwoFQ3708rrROYyoBvLHNy7O_0 1-5-0 7-" 1-5-0 7-" t.5x4 II 1.5x4 II Dead Load Dell. - 1/16 in 6-6-7 10-5-9' 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 0.54 Vert(LL) 0.14 6-9 536 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(CT) 0.14 6-9 536 240 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight: 26 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No_2 BAT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 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) 2 - 34210-10-15 (min.0-1-8) 6 = 32710-11-5 (min. 0-1-8) Max Horz 2 - 114(LC 19) Max Uplift 2 - 238(LC 4) 6 = 187(LC 4) Max Grav 2 - 342(LC 1) 6 = 327(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); 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) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 238 lb uplift at joint 2 and 187 lb uplift at joint 6. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 42 lb up at 4-2-8, and 38 lb down and 42 lb up at 4-2-8 on top chord, and 49 lb down and 7 lb up at 1-4-9, 49 lb down and 7 lb up at 1-4-9, and 17 lb down and 44 lb up at 4-2-8, and 17 lb down and 44 lb up at 4-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1,25 Prate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 11=-7(F=-3, B=-3) 12=-17(F=-9, B=-9) IF dg-Anr Mx(A} ttMa M u 104t inssB!V-uu ; SAf2Antdn t [awrcLf tmlaKFbti1'}un0etwsnr i... xatrka prruai.4 f aw.cn tmti Msp Easy9 r,-rr urgL tea M.ri xka ae usµnn. wn R e.ne mM aM tO..a MirtnwMw lMat u Nk Mla MllQek d4. What"fq-4,, Slush lq—a Msdwgw;'s- sM pdesfrd klYMrgtetpesdM! I.% k p.1% telh Im". M llash.ds III I, Ik htgt a>•slaws. adiq uNMa.awkR Anthony T, Tombo 01, P.E. wlrodlsEimtluaNMFIhM+ alwdaAdMMaa,Ma.aR{adwwdgrtaM(Mbgaagaa,wMnetndMlC,MIxwaMhderlagtakwfRi{ MgraddMrllderaulnedMtmta4Na11wA4i.tbrT.MMMMadks:g+ad4MMrrgasYald t 80083 M lNfgbuMrM(saaas udu xd wlsltlaseM rammsa P.M. At. Faeg u w WWW.""*%PWMaI,W.4 SxA-0-6klwdPA.e. Itel distMnysaeNMt wleMtdM hne Mwp hat Ms*fepaa ad ims aoisaaa..dns 4451 St. Lucie Blvd, MMaaadad M t,ergrsigs a arMa F, dl Isaa sahN IM aett fatNt f9aa' a G1 M kabgragtn s h+u Snb hlsa! da Irslal 11 gga+Narxc w a haM a 71LI. fat Pierce, FL 34446 ppyfa D Yd14 6 I tool beret FnAeey t. toa be IN,! E. Repteiwtiuw of Itrt /argeal, is oar faa it Nebilim waAae! da wrinea raarittiahog 4 1 tool laser luttoor t. taHe Ip. F1. Job rn,ss Truss Type city PIY SUMMERLAND WRCSUCE HJ6P Diagonal Hip Girder 2 1A0193453 RYANES o tional At Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:43:58 2017 Page 1 ID:gYaJJk63pYYs8AH 1 dslpgiy70DP-oE93Fu2YcVnyRifXOxS t oecCwY7tArR61 reuppy70_? t-5-0 7-8-9 7-8-9 3x4 = U 4rf 7-4-5 LOADING (psf) SPACING- 2-" CSi. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.32 4-9 286 240 MT20 244/190 TCDL 10.0 Lumber DOL 125 BC 0.69 Vert(CT) 0.31 4-9 298 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0,02 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 26 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No-2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 3 - 196/Mechanical 4 - 109/Mechanical 2 - 437/0-44 (min.0-1-8) Max Harz 2 - 100(LC 4) Max Uplift 3 = 128(LC 4) 4 = 91(LC 5) 2 - 310(LC 4) Max Grav 3 - 196(LC 1) 4 = 141(LC 3) 2 - 437(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=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) ` 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 128 lb uplift at joint 3, 91 lb uplift at joint 4 and 310 lb uplift at joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 18 lb down and 18 lb up at 2-1-0, 18 lb dawn and 18 lb up at 2-1-0, and 44 lb down and 59 lb up at 4-10-15, and 44 lb down and 59 lb up at 4-10-15 on top chord, and 3 lb down and 20 lb up at 2-1-0, 3 lb down and 20 lb up at 2-1-0, and 23 lb down and 55 lb up at 4-10-15, and 23 lb down and 55 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 CASES) 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: 11=-8(F=-4, B=-4) 12=-S(F=-2, B=-2) 13=-32(17 -16, B=-16) tM. Meu MrglhMM M'A,1180 i1RSES 1itilErN Garid lirMStC9MIPGfa ttltidliMFrlYrplri[RIRMr bra Mih ku}c MraktsWnMMtM#tslmt 4tVrknf!fR}MMU1wt iiwkp rL M4rmtSbtMnw lNres Mrtww aMwMfN. rh WtkrtMdw lllla NltlkaNlNMiICMk aNt. ltermt Mhrhpin(ia..S Sry en;Mtdwar lOB rerrtnlswa:gMctdMKdttwdtr eryranaWRM M kt*dM WO 1-".MM h, Me ml. htkiyaunrp Ydaq.* et..00* Anthony T. Tombo 111, P.E. MaedMSatbgktlynMmErtWMndMM.n,MOaMsrMnMt*6xMWMrOn,}a,seMwIMdMItt.MNEMMMWMtlNgakMrrftMgpwddMIMMMMdaedMEras,W,eMutipdegs.isW4 sMlr urtMlkMaywsrliMd 480083 MbAlyMtgMM(MnM. aeAste MiM11EMMpaMaWpaNrsdM kAlA tngnMtddr ldwwMfNSGptl+MkiPo MUU re tdspMMpwd Pd t. IRIkMSM nywWM MMsd Mkac kwprt, 4oa Mqs tepwsMlnssMMiMa.wMs 4451 St. Wde Blvd. dkmw NriMtet}witkelesgkdie rnNsNlkkm[tPe tsAGEMIdb Onge.rNalkaasrMMgdat titlaglMGHtrue eakMN•iRl. Fort Pierce, FL 14446 0frgM0741/to-lteelhetsesr6ubryLloomgl'tf. teprelwtiaedMislan t.kelM.isMeMiite1e41wttMaiMnpredstiaho bdtodGtsset MderyCioesMlA,r.E. Truss Truss Type Qty Ply RYAN HOMES/ SUMMERLANDCSUCEFHJ7DiagonalHipGirder31 A0193454 Job Reference o tional At Roof Trusses, Fort Pierce, FL 34946, design@at truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:4359 2017 Page 1 I D:?sOQvl IzBGko2hFpRYibzzzOpep-HQiRTE2ANpvp2rEjyezGKr8TIyV IvDoF F V OS MGy70_ 1-5-0 4-11-0 9-10-1 1-5h-0 { -- 4-11-0 14-11-0 4x4 11 1.50 II 30 =6 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 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) 0A0 7-8 999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.38 Horz(CT) 0.01 5 We n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MS Wind(LL) 0.02 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 purlins. BOTCHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS. (lb/size) 5 = 155/Mechanical 2 - 46810-4-9 (min, 0-1-8) 6 = 323/Mechanical Max Horz 2 = 169(LC 4) Max Uplift 5 = 78(LC 4) 2 - 232(LC 4) 6 = 68(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=-269/66, 3-13=-755/158, 4-13=-699/165 BOT CHORD 2-15=-257/697, 15-16=-257/697, 8-16=-257/697, 8-17=-257/697, 7-17=-257/697 WEBS 4-8=0/255, 4-7=-749/276 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-" 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 78 lb uplift at joint 5, 232 lb uplift at joint 2 and 68 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 1-4-9, 40 lb down and 54 Ib up at 4-2.8, 40 lb down and 54 lb up at 4-2-8, and 60 lb down and 56 lb up at 7-0-7, and 60 lb down and 56 lb up at 7-0-7 on top chord, and 10 lb down and 9 lb up at 1-4-9, 10 lb down and 9 lb up at 1-4-9, 13 lb down at 4-2-8, 13 lb down at 4-2-8, and 33 lb down at 7-0-7, and 33 lb down at 7-0-7 on bottom chard. 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: 1-5=-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) Mrop Rteu tea""* h'41IOM tasut,^uuU"; plkMt titles .4lhnc S tmtnY'ultt}xmWilrG4Mr to Mhrt,t lewwr, wl tw w, rry im, kaKero.it pr0$wM tow t t.tk R } t ldetat UteMee to wu tNt.,. aRb w ru nt alr wTat.ar wsxaMwNM4tneaN,a ast ikwM+txist..lea+r[t;tssa.parstpmaare a.sdrpt«swdwt ta tawan«x«updr,nth.s a rertrp 4.wtntns. ne«,*a,.q.bwt war.n.+.asar Anthony T. Tombo 111, P.E. w/tsedret is„4wbPlrynMa,p,a«RdhtlMre,hQata't v ttAe/TelabkWgEn e.RbuAMdM4t,MptNke iF M4sjttbMRtl. Ae gKaAIM@rN fp+Mwd4tm,,Mtl1 VaM}fMigt rMRprad kRtipSkte uttwt«fgd x80083 et NYrresyuw ttwwxt. a a«s u+.m trs tr a. pmt w p«ws d ne tdx.rrs+r.tswk w.wwlxs%r+«r k to twitun,aaatw asa.d q.t. xri edws r a,rw,N as.rran4 b ansk. pas.7a,t a,.p ttq tt «s.x w,M.r«.,smzttRa.ne M,Wks:kenAwrgwaradktA ana NaxN t«hm lrop[hew nt9t•WAtrAshta,ahn,s.,srttds}.7tgrdxN.•.on«Atra?Mi 4451 St. facie Blvd, Fort Pierce, FL 3494b Crhvirkia YQl{6 1 Ralrnssss-AxdagtJw4o l%,rt. AepNntiae otdislaa ea.istayfan, ispdiNkf rdpem ttroaM a ix istix ho A4 Aedi stes Andsoq tJanEN%,f.(. Truss truss Type Qty Ply RYAN HOMES / SUMMERLAND LWRCSlob UCE J5A Jack -Open 10 1 A0193455 Job Reference (optional} Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: B.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:43:59 2017 Page 1 I D:?sOQ V IIzBGko2 h FpRYfbzzzOpep-HQiRTE2ANpvp2rEjyezGKr8 WyY6vlhFFV OSMGy7O- 1-0-0 5-0-0 1-0-0 5-0-0 i 2x4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0A3 4-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) 0.06 4-7 987 240 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 -MP Wind(LL) 0.06 4-7 999 240 Weight: 17 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. 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 = 127/Mechanical 2 - 264/0-8-0 (min.0-1-8) 4 - 64/Mechanical Max Horz 2 = 115(LC 12) Max Uplift 3 = 90(LC 12) 2 = 80(LC 12) Max Grav 3 = 127(LC 1) 2 = 264(LC 1) 4 = 90(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1)Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsh, BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Erik, 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 bad 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 90 lb uplift at joint 3 and 80 lb uplift at joint 2. LOAD CASE(S) Standard IMM rgn,rr.ms.M`N p1IX t11sSEs+kAft}alias lllSllL5nI1GIM1t@pM{'gltriKlU7GfIGxnF r. nmMnr p dxrM+MAArMkslmt kt rbr#i111;WYY r11MeR.r[. bAxha45arMre ru eauelwax ttM(eknR k alue Anthony T. Tombo 111, P.E. Mwdkr TmsMwr4Wi0M,uinnrWrdMbgrr,Mbnrtl nMrfwrer6M MWMi Fn".*Ai~dMKMO.Wft"inhgk*4WrK1. fler mldMlblMryhMeudMFmt rdrq LMY{Mr .IngN.MwWF,nr WrbMMnyrnMf}d 4B0083 lodeMtalA/kwira N(M+dr. UnNrt tanlitiMtl@wiM NxMz stpalMsdM Frkl(nlretd Sde IM.wreet4RsaHldklt tSxA nrdarMin lrsf/Mwe. art aAesMreywWM+NMntd MH.ss kprr.. Lrn MTalnu r law.,rlrn 4451 St.de Blvd. Mn.M idMelksfrMa AM Nningeeh4p nnlerlIkkm"rpnaMAMbelarikrgra.•I-5q"lgw'rt.t a9A,r rArM11lMwa Mn MWaRl. Fat Pierre, Fl 14946 tMflMM 1@I{kl1ae1fnues AnAMryGlanbn 11, r.f. 14p4walien d M1is/uaNM, in wy flm.apuOW"il.^ol Ill/.rian px inio box 4at hosts MdayI.TamMlll:r.f. ob Truss Truss Type ary Ply RYAN HOMES / SUMMERLAND A0193456 WRCSUCE J5C Monopitch 1 1 Jab Referen e opilonall 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 Dec 19 14:44:00 2017 Page 1 ID:?sOavttzBGko2hFpRYibzzzOpep-IcGpga3o761 gg?pvWMUVt3hiQMv3ekbPU97?tty7Nzz 1 0 0 4.11-15 1-" 4-11-15 M I) 1.50 II 1.5x4 II 4-5-12 11- 4-5-12 0-6 LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1,25 TC 0.27 Vert(LL) 0.01 6-9 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.03 6-9 999 240 BCLL 0.0 Rep Stress Incr YES WB O,09 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.03 6-9 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-15 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide_ REACTIONS. (lb/size) 2 - 23610-8-0 (min.0-1-8) 6 - 223/0-3-8 (min.0-1-8) Max Horz 2 = 114(LC 12) Max Uplift 2 = 71(LC 8) 6 - 94(LC 12) Max Grav 2 = 236(LC 1) 6 - 223(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-157/287 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 71 lb uplift at joint 2 and 94 lb uplift at joint 6. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 20 lb FT = 0% rNM-NsaMrwflirmka M'i-I ICq i1GS4t(9F8tf',. YF74t Ifgria(UTAINtYIt (if}MtiA '}Y[YN FKMEor 4n IMh«.ur rlfNMnMMI+R wit Inn NUtbpyQNlyMMfNki i. rakN.r:. Mam llalhlnre Wn Me.m uxNwMtN, dr 161knU Wort dk"oW*' ANkdN asalmsk pbp-icSic*1,p.aIktd..Itwrqu-h.. f"rrlaerrrRrvdrpxnrrnkauMRMMkyad6,WOtmsMpadnftM. —IMIAnthony T. Tombo III, R.E. Nnad krrNn>MwkaaMh MnyrnWR dM Qan,M6•arl pMuN gkrn MfMMg ingre,k MrMndMK.M NfNMMaNIig<Ne 1IRi. Mlgrnddlk lOFekpkN.uFMfmr,kMigkdq. Akga kMrkw Mfmkf rlNlkkngwriNatA 4 80083 M blhlMlgNr a lNtrlNa. 11 ta1Ftadk Mira elax NeansM wlMrdtklfreMakSMMrkewSlfSNhINfM/htMfltApdaragkped falter. Not ltlMiM nysWwn MlNkrdla Nnebk{m.Nm M.gr N kraMfnxs YnrMkra.das rM. nsr dkYh rfwakseryrroraknllalfbra laNrkdrN. Ik Nres Mge (garkk A4t Mf" NMsgn..eNnr HNMfrykrufaR Y/Na{.MnraNkNwaswakrW eNFI. 4rt er. Luci,FL 3444 ZtFortPierce, R 3rt94b Anbaryt. laaroolk:r.f. Truss Type Qty Ply RYAN HOMES / SUMMERLANDFTrussJ5EJack -Open Supported Gable 2 1 A0193457 Job Reference o tional At Roof Trusses, Fort Pierce, FL 34946, designaa1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:44:01 2017 Page 1 1 D:?sOCMIzBGko2hFpRYibzzzOpep-DpgBtv4QuQ9X19O633?kPGEwZmI HN SeYjptYP8y7Nzy 1-" 5-0-0 1." 5-0-0 i 1.5x4 II 5.00 12 4 1.5x4 II 3 wi Ti STti 2 81 6 5 2x4 -' 1.5x4 II 1.5x4 11 LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.00 1 n/r 90 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.00 1 n/r 80 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017ffP12014 Matrix-P Weight: 22 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACiNG- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer installation guide. REACTIONS. (lb/size) 5 = 42/5-0-0 (min. 0-1-8) 2 - 17015-0-0 (min.0-1-8) 6 = 235/5-0-0 (min. 0-1-8) Max Horz 2 - 114(LC 12) Max Uplift 5 - 20(LC 12) 2 - 56(LC 8) 6 - 107(LC 12) Max Grav 5 = 42(LC 1) 2 - 170(LC 1) 6 - 235(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-208/330 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI1TPI 1. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-M oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 5, 56 lb uplift at joint 2 and 107 lb uplift at joint 6. LOAD CASE(S) Standard fqI flpH>nwr M'Al1 fHr1S3"SlLLU";, AF11eq ilt16At01BIBPR (tflgA<ilftr'iK1NRs'W1A1'An M>kkrllxwM Mmrt MaaMimttmp A"RigHMM1M[ledelrrt N6xNnSMkMur ew Perorxr.aruRAwh?N,y w3qu.aapM4ak a asa wA 11flnY4to1.. e.uaMlrtwm rlw tl Ka.ixMM+4raq,Ayxaw wA uw,r * Mnura.M tert.r«ml. ireyrn .pr werruAArr wrwMa Anthony Tombo 111, P.E. ieaxen lms 4,gBM airwy ulaRfee oaa.hG.m wv4MuI x4Mrry4rurs.NMaiIM Flk ht,er rswMw+MApgaMalM 1. Iarwni4M lOOdwr WruAki,n.eMwMdq.+M,,+,www Mk nywitrM rwwaMert wrwRteW.0("WVaw..,,awtxhelow 0rof. b" t".Wwxi 0mow. w.PWWW 1M.OwtP4.0Poo. x8Lwe raa.mxanri,rrNru mr+•wFkeM+ .11"trwu!„M ewaaar4na ..«airsar.e «4 Mrruap wx,rnaFa+1•au- ort eKe,FL 349 Fart Pierce, Fl34448CgynNtk 1lIAA-I Red hacsar Au1uy 61axMe 114r.t te{e6aieedp is Aweewa.MMt rwrr, is pah itait.iNesl de xrwee prexweeheu A-t led irrcuf-AeIW1l.lenM pt, F.L Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0193458 WRCSUCE J6P Jack -Open 9 1 Job Reference o tional 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 Dec 19 14:44:01 2017 N W V 3x4 3 5-2-8 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 0.59 Vert(LL) 0.16 4-7 397 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) 0.09 4-7 729 240 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 -MP Weight: 19 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,_ guide_ REACTIONS. (lb/size) 3 - 140/Mechanical 4 = 72/Mechanical 2 - 283/0-3-0 (min. 0-1-8) Max Horz 2 = 100(LC 8) Max Uplift 3 - 92(LC 8) 4 = 61(LC 8) 2 = 190(LC 8) Max Grav 3 - 140(LC t y 4 = 99(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=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 fords & 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 92 lb uplift at joint 3, 61 lb uplift at joint 4 and 190 lb uplift at joint 2. LOAD CASE(S) Standard 1-lieu Ww}ktmin*,IItool fN15E5,"SF3EF?.GA.4Ai UIMSt;WWPGOSfZ1w'-W3)WG4#arA FrrbR Inn ktwr1.[wb-/7. hId11RtYealAn w. FNn Mnaw an»nN!N.Wr wtn wRa hoe nern»wranerrnx Ai unl0ew f U.. t tewakb WwW}rN e,ar.Kin.wRrt,w r« rymr•: ++wiruf tom, nu.rrae n,x mt ne n+..rs,+W awmnc+aM+or Anthony T. Tombo[it, R.E. WntAAr7aukwrw6etf Mny.wanAr:c.m.wa..riwMm»,aaeMbrOn n..a.nn+egr C.b9tWa.wwaW,W mi RepmlRfw raW«aMl.,rlMr rcl, uGMgMls n.rt,MUY,W w q,alwMnsr.Wiha 480083 M MaGghu}a WlKle 0lc NWnsa WiF1k140 Wit pwnaWM 0.NNYq(gMWfARNMMwA6A1*'W kFkW$xJ,ernlnm»bpiNlr. pll NASlMnyw<Wl14f WM.4n1Mhm NNpe,tnu R 4MMaWInnNWtl r-wkso- 4451 St. Lucie Blvd, n.noWo»p s U000 W qr o r»ab» a won ono». E» h.n 4m11 tax a rar w+Mrrxgwh. n a.n sEae [ e uwy. uuloW,w sro a. n nwW . Slri. Zt FUR Pierce, FL 34446 4Mpgk071114AIRWIlosses M40p1.104"Iq,if. toMNWMof*$dwommiaoolloro,hpo ikkiwwoom**mo aF*WssiahomAI1WTmws Ao ogl.laW4olk;rE. Truss Truss Type Qty PlySUCEHOMES/ SUMMERLANQ LWRCob JT Jack -open 10 1RYAN A0193459 Job Reference (Optional) Al Roof Trusses, Fort Pierce, Ft. 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:44:02 2017 Page 1 I D:?sOQvl IzBGko2hFpRYEbzzzOpep-h?OZ5F53fkHOvJzidn W zyUmsp9SK6eQhyTc6xay7Nzx 1-" 7-" 1-0-0 7-0-0 Dead Load Dell. - 118 in d, 3x6 11 LOADING (psf) SPACING- 2-M CSL DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,98 Vert(LL) -0.10 5-8 >818 360 MT20 244/190 TCDL 10.0 Lumber DOL 1,25 BC 0.85 Vert(CT) -0.24 5-8 >350 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.05 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Wind(LL) 0.23 5-8 >356 240 Weight: 26 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.3 1 6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-6-12 oc bracing. REACTIONS. (lb/size) 4 - 183/Mechanical 2 - 342/0-3-8 (min. 0-1-8) 5 - 90/Mechanical Max Horz 2 = 156(LC 12) Max Uplift 4 = 133(LC 12) 2 - 92(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=-517/26 NOTES- 1)Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.0psf; BCDL-5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tail 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 133 lb uplift at joint 4 and 92 lb uplift at joint 2. LOAD CASE(S) Standard t• exg.MaulwwMM n.wa qe'IIN@ftgtft`SFIiFf;eE@9@II!71146f@M@IiM S94t@II{'Nlfr'jxIIA@i;fKWMI'knl. flMr/ewl MnRMnr IM rMMtr4ft lnN kfT@nui IN}R1Mkrily t.Iwk 9.. r:. MaullkRMrtt u WrttMnafMrMlN. rlr win rawer xwFnAkaNMfklNNk M4 @t rlmtln o hpra iir. Sruw>h Egwm:auawwi@@tgrtuatwwtfda aM paetwwa!@raayin{w,adrt lr@r Mspla Ysgk fms NpMxIk IN Wt,wa gFi. IYeksg m.peas. MpguNawc.wWkr Anthony T, Tomlio 111, P.E. arrud MSatbmkMgisMraNwr laarr@nr,M@.ar4 Mwad grr«Ik aaig @ng e.ibuaananr K.NNMbrlras wrNmi. hr ge.aaMrNrwwmrMimt.. raragkMprrpr.rMlwrWwwp W@kMrxpsraryA 280083 rr Wrg kxllw wa tweraw. Nwrn to wlsxe{NwrRe rakes wrrwtlwnaar@rwrfnafaa rrw,k,nfsfM@,krhmNsxintwrn.arr..1.nFlknwsrnywwwn.ekenaAo4rst@.{„n k,t.u. e+lm w,awwrw.ans 4451 St. Lucie Blvd. Arn»krwikrtwlrtl MMrwrr oaphrr Mra tiara. tk tnn@ayr wp r@tMkrar@ngr.whnt italwil'a$woo M@. A g0WNsrtna0"%Tgt Fort Pierce, FL 34946 opvyN9111{61@@othrstn Aoaory1.lab$N,rE. kpNrm000faitlecrgea,kprhre,izpr ikiMwaporralenimrrergitkpkoe@IRoofGrstes Mlioryf.lwlhrlN,ff. Truss Truss Type Qtv Ply RYAN HOMES / SUMMERLAND A0193460LJobWRGSUGEM6AHalfHip11JJobReference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print 8.120 s Nov 12 2017 MiTek Industries, Inc. Tue Dec 19 14:44:03 2017 Page 1 I0:?sOQvilzBGko2hFpRYibzzzOpep-9Byylb6hQ 1 PFXTY UBU 1 CVhJCSZwOr4HrA7MfU 1 y7Nzw 1-" 5-0-0 5-11-4 1-0-0 T 5-0-0 0-11.4 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 FBC2017rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 5-11-4 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required crossbracingbeinstalledduringtrusserection, In accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 2 - 221/0-8-0 (min.0-1-8) 7 - 303/0-8-0 (min. 0-1-8) Max Horz 2 - 105(LC 12) Max Uplift 2 = 116(LC 8) 7 = 132(LC 8) Max Grav 2 = 221(LC 1) 7 - 303(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3- 7=-179/300 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) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1. 5x4 II 3x4 = i 5x4 11 A 5 1. 50 II CSL DEFL. in loc) 1/defl L/d TC 0.29 Vert(LL) 0.05 7-10 999 240 BC 0.28 Vert(CT) 0.02 7-10 999 240 WB 0.09 Horz(CT) 0.00 2 n/a n/a Matrix - MP 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 116 lb uplift at joint 2 and 132 lb uplift at joint 7. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 25 lb FT = 0% II. Ip NMu krwplrn.nk'4111GE1K>SES,'SFulrl.x1it11 pIk54 C M411Md154iiIlWiVI'riY[AQRIli11CM1"M ktlh N}M+++++Mnll+Nt wfkclmc kelp Qiiry!1!C}MMkMfI.IMeW.FI.4b+we HatNneu. IMKtRn ro gMeRelM,+dl i1KOMd. MwrlNlkrxfMk11/kk+dd. 11'.1-bw hp-6 .. 4..k tql "A.'4-4114""—Man Oft M k kw d k s.lh1-".1.In,*, M. M 1, Ikknpnn.pws, I+N9 urwcMMA Anthony T. Tombo 111, P.E. Mnedk+ imsW.mi}hk.4—Aftdlk0—MQnrtIwMnogw.ft ninkn,pua 80083 k Wkkhup. M(x.IrMK.ismMYkllkMtrpMmMplwknANe kAkk G+kkMfMhNklriw',IINf plFklklpMGG rrnlnaMWp+M pNn. iMlaAKsknywWWIMKMSdkbeSi kK.I-OK.p tq—M lmsrx+M..+Nn 4451 St, Lucie Blvd. dl..M N.NN 1;waspM+M a.+IARK dl pnxx.+N+N. ik Mts Mqr E+pw« n IGtk MMgiKryw. r Mns S}t.t kpr. d.. k9111k.=wMltNw.c n KMxi rt 4Fl. Fort Pierce, rl 34446 Cglsilk 211EA- 1 lad Unses klkel t. iapke Ip.lf, tepNaltia. s111fs/ppaaa6kmb+p, is paldaN:a1M sMe.+hlea la+stissNahep k-I lad 6auas- 6gkakr 1, IONk ilt Ft. WRCSUCE M6B IMonopitch I I 1 A0193461 russ.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industri ID:?sOQvllzBGko2hFpRYibzzzOpep-9Byyib6hQ 1 1-0-0 5-11.4 1-0-0 5-11-4 4 t.SO II 4-4-0 _ 4-8-- Q 5-11-4 4-4-0 6:4 1-3-4 Plate Offsets X Y - 2:0-0-2 0-M LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,30 Vert(LL) 0.06 6-9 >886 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.02 6-9 >999 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.13 Horz(CT) -0,00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 23 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and requiredcrossbracingbeinstalledduringtrusserection, m accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 - 217/0-8-0 (min.0-1-8) 6 - 318/0-8-0 (min.0-1-8) Max Horz 2 = 116(LC 12) Max Uplift 2 - 117(LC 8) 6 - 118(LC 9) Max Grav 2 - 217(LC 1) 6 - 318(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-229/435 NOTES- 1) Wind: ASCE 7-10; Vutt=150mph (3-second gust) Vasd=116mph; TCDL=5.0psf', BCDL=5.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-" wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 2 and 118 lb uplift at joint 6. LOAD CASE(S) Standard a.q na.aw,tkr,Me.rn'1tram+assrs;StUtr';ursFil!past;r a+n[atar{rrrce'}umrctwr rr. am rr M M.s,.r,i.na,p a+.tprr;Mw,1l rri aw uMEA.x,v ax„+kx.,mN.,aror..ti A!lkllaxd pa,sMkaNMMiI@.kab1.A,imtMTt.w ti e. Stu.a tApMtaa urw tla, ,an.rgarArp twa rhMw,,xt.,a aveFkwtAr.,.y,iM:kpNwklee r,.M int tkw,*a,a n.ur+gtxws..awq Anthony T. Tombo III, P.E. M n,Ae+ im,fr alaMithalmpW nAw 4aa,MMw',aasN gseaewwq Mye,aae,alM Aat IX.b MMMAMI1MEnh MiN i. Rrgrnd AlYeMMgaN.uAM M1nt.sMrykNkp fa,y,..aAalaMlsnr,iA aar rvya,ai A ;' 80083 h WMaa,gw M4aNt. Mam,Atiaae lA2MMMxMn MpsNa,AtkMrMt(Iern,N1MIA.wM1rl5RpYAah1!`MSxr n,AeaNkpwA rMm_ rF7 NpatM nga,BrM, MaasAlk 4xysawprtinm Mptrp.a atlm,Ya/1ca,a. alns 4451 St. Lucie Blvd. ManrtMMa,;aet w1Mpw a ewr kN i.wt oxA,N ik axt, agea nl7rM kah autae,.i,+u S}As Epaw Awt MNer. N,gM¢N set n a 1AN a iKi. Zt Fort Pierce, FL 34F46 rrytyMt$71611b1 toa91nuer MMarF t. IaaN W, rF, kpNspeedhisWnien.ir cry M., is p rMaAei.A4eeltM atANe reaAideeka 6d tcrf GrnesM6oey t.lagAr ltl, 101, Job _ Truss - Truss Type Oty Ply RYAN HOMES / SUMMERLANO A0193462 WRCSUCE MG7 Jack -Closed Girder 1 1 Job Reference o tional At Root Trusses, Fort Pierce, FL :34'346, destgnpa1[russ.cOm KUn: 6.7zu s NOV 1z zU i / rnm: 6.7zU s NOV r[ zU 11 Mr r ea awuaurns, nw. r un vM ra lff w yr cV r 1 r .Uy r ID:?s0OvllzBGko2hFpRYibzzzOpep-dOWKWx6JBLX69d7gIBYR 1 vsPpz5xaOq_Pn5DOTy7Nzv 3-5.13 7.0-0 3-5-13 1.50 11 6x6 = JUS26 3x6 11 JU526 4x4 = JUS26 LOADING (psf) SPACING- 21" CST. DEFL. in loc) I/deft Ud PLATES GRIP TGLL 20.0 Plats Grip DOL 1.25 TC 0.18 Vert(LL) 0.03 4-5 999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1,25 BC 0.97 Vert(CT) 0.06 4-5 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017(rPI2014 Matrix -MP Wind(LL) 0,03 4-5 999 240 Weight: 40 lb FT = 0% 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 3-11-8 oc puriins, except end verticals. BOTCHORD Rigid ceiling directly applied or 8-9-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in Laccordance with Stabilizer Installation uide. _ REACTIONS. lb/size) 1 = 1502/0-3-8 (min. 0-1-12) 4 - 15421Mechanical Max Harz 1 - 138(LC 8) Max Uplift 1 - 439(LC 8) 4 = 520(LC 8) Max Grav 1 = 1502(LC 1) 4 = 1542(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2117/602 BOTCHORD 1-9=-653/1919, 5-9=-653/1919, 5-10=-653/1919, 4-10=-653/1919 WEBS 2-5=-433/1579,2-4=-2157/734 NOTES- 1) Wind: ASGE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left 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 five 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 439 lb uplift at joint 1 and 520 lb uplift at joint 4. 7) Use USP JUS26 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-5-12 from the left end to 5-5-12 to connect truss(es) 804 (1 ply 2x4 SP) to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase-1.25 Uniform Loads (plf) Vert: 1-3=40, 4-6=-20 Concentrated Loads (lb) Vert: 5=-832(F) 9=-832(F) 10=-832(F) haw} IFae1Mk(h aan M-41 N3r Mki{"SRi.r, ROK Ift A MOW frltIXAlt"a ,homiwaArv. rak F ra/HKfUaaaa FmtAnF r{lR; wlFMrwt i-lririR.fi. k*-%pwo rMnr abr*Wn r fOR ak 16iaaaarn yks uFkmiMMtl@»FMtl Mrhm lmF b4aro #+,`.1a+dt:hwaRiMrNrawewen}MesiraMa:aM+an+ertt4mirMtMMta+[/fr ryfeUn: ppglRMilAwib,we lMl fk wv e au+MMz. ruMnn. xalM Anthony T. Tombo lit, P.E, Ma+kAa G+srk w, kAY7aaagwpMM.E45wx.MU.ae'clYttY gal ar M7kgA+rfw.Mfe,rlmAb. beKafMeYafl W{rwMlll1. FSrgNu..laMtAlMwt 4dI r+AM lmt. a Mf 1. naq.>••rMMwaMMwrM UEb4 eyw bArB i 8M3 Inq Asrrr Mlwnci. tr autMMRM nr al beFeaa rerFwr** W"f.4araUkr FAn*a (Sf}MMwih tooWt nida tivF 0pd.. 4451 St. W(i4 ON& aa.ra A#M ff eGwq rFar,M • a rh • rrAa rtatat IM ImslsuFhFrw n Ipl % Wisr irtex.r F.aHcr *a. a aaMal 1p+n m a IRrrt t pKJ. Fart Pierce, FL 34945 t eipr L'tOIAA-1 twllrrvus-MAayl.leaie a, F.t, tryralrcnradais Axwra.agyfna, isMNibird.iMr4M.riaai peneiss»uAaaA-{lyd intwsArlNtyl.lade a.FE 1 D:?sOQvl IzBGko2hFpRYibzzzOpep-dOWKWx6J BLX69d7glBYR 1 vsQszKCaYw_Pn5DOTy7Nzv 3-0-0 3-0-0 2x4 LOADING (psf) SPACING- 2-" CSI. 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 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0,05 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Inca 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 - 9012-11-6 (min. 0-1-8) 2 - 67/2-11-6 (min.0-1-8) 3 = 22/2-11-6 (min. 0-1-8) Max Harz 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=5.0psf; 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 A0 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 20.0psf 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. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 1 and 53 lb uplift at joint 2. LOAD CASE(S) Standard n,q!awr*nm+N's•r a ais[s;Stu f+t mnsc erueM{tea3sc eesti Fra. a fr ls•axwMsimsa em Stw,.Ja. r ari. awe rt. as na frawae n.. exn ww.;u a J.xstH:sh Mt4J ennzr lMMS Js9kmMkrBgr b mil.. sssfnmlxwyshMnr{[s,i Jh a+ `e sglNr e>wN waaM+JMawi!e tn rxM rwk++At M[r up Jlk,ry4nnz4 wtk rBF«4.,w t lkxu}enwe s-haMEawf n.sMlM* ' Anthony T. Tombo III, P.E. Mrodssnlmstnswa+Man rrpesJa;JM6ww.Meti.w'iMMmfiplRiMMtlM R^.1 acttJlklf.MKdhMJi wkryE+kM I.heprsMJMiMMw/MYwJMha,aYpM MMI.a,RtMrx llmRgMbAnsx+R?J a$Q483 M MROM MM(w xfr. AO M155JMlM 191MIMM+.F+M FMim JM E+7twN SbtwntwIJAWhfrfMSNAm dmesiY. peq{Mu lF3lJpranuwss+ke*aeJ laswsJMtm, Napx.4H+Fsgsfgsl3,.ci 14s.Ix1eR,+Jsu 4451 St, Lucie Blvd. aw ukaNerstwasFMSM+srpharrs+.waaatnue+ysM nWtaa gDsur..«raasst+a. xJ a +tn M nunrrakt- Fort Pleme,Ft 14946 taprysA ^16 AJ twllnsslr daAart.lrla gl, EE. tep•NNt9 tlisiKae eta.7spA YMi ehMwt dk r[JIM ryr Jssr ApA ki ted Gases-AmMxF1.1sJ M M,Et. Jab Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0193464 WRCSUCE VM5 1 Valley 1 1 Job 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 Dec 19 14:44:05 2017 Page 1 I D:?s0Ov1IzBGko2hFpRYibz=Opep-5a4iiH 7xyffymmhtiv4ga6O WgNd7J?ABeRrmYvy7Nzu 5-0-0 5-0-0 2 1.5x4 5.00 12 TI . Wl qg - f d LOADING(psf) SPACING- 2-M 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 No.2 SOT CHORD 2x4 SP No-2 WEBS 20 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purims, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 16414-11-6 (min.0-1-8) 3 = 16414-11-6 (min.0-1-8) Max Horz 1 = 83(LC 12) Max Uplift 1 = -41(LC 12) 3 = -75(LC 12) Max Grav 1 = 164(LC 1) 3 = 164(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1)Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.0psf; h=25ft; Cat. 11: Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 2x4 3 1.5x4 II CS1. DEFL. in (loc) I/dell Ud PLATES GRIP TC 0.43 Vert(LL) n/a n/a 999 MT20 244/190 BC 0.20 Vert(CT) n/a n/a 999 WB 0.00 Horz(CT) 0.00 n/a n/a Matrix-P Weight: 16 lb FT = 0% 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint 1 and 75 lb uplift at joint 3. LOAD CASE(S) Standard ra+lhw Emi}Rtnnn M`N I IfRCaS{S;iH3if G41f71S `,lIMSr rF}tdFtkt9'i NItI1 7R.?DGMiAr Ma M47 Ru MnwMm«i wtxMehn liar ieaF t.i«10.eMh p LtwE+141k hhsMoHMtlMm x. CrMa aM«#eaMw elM, wh wfanw.in r.w areNm+w Glil.b.br r,rl:us+np hp«o iu.k«ee rrri.«r >'aMwrtce ror«+a+w«nrr naMr rvrw rr r«y «.yw nr rahr,rt u,u aa Rwr n«r..we nA, xr rni« ,. hart« c. wwr«n Mthony T. Tomtm 1::, P.E. r,uaw ImswMfw,tn ny. +wgaa aw e«e.r.e.unaw.rwg3ra..w r«mae a.rw rk aa+rw+,r«r nl t y aaa lN«. xa uaMh r n;r.1+r aMp.«rrwwwuwke rranww a a 80083 wwawgkW.W( e.r. aW"Ow.lk01.r of. M6W.W.WW^6kn6.9ntroMe{tm.rW.4"towewe pow. . M-160-1k"R.rMr,raIf. 0*r—W".,kmhop for-9Ssr.wOr.e..., 4451 St. Lucie Blvd. a.r. bb./k r Gera rpM gw..wlp gprwr.aha, sw tws w+4 r. rtli be r.«aq tWpa.« rras SNar hpw aw 64tlp. A6.ptrndw.r w. wbr/ «I#i. fat Pierce, F=t. 34946 Cbptri{git Ml6 kl tad lnssa-FerYsertle.bx l$rd_ tapalwtn.dMxs 6««.wa. is ery Gas, ispN ka.[datM a6ln pndssiahcw kl led [asses-FewKrl.ra.b le, rl, JANUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 TYPICAL HIP / KING JACK CONNECTION I STDTL01 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 End Jack's w/ (4) 16d Toe Nails @ TC 3) 16d Toe Nails @ BC Attach King Jack w/ (3) 16d Toe Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC ttach Corner Jack's r/ (2) 16d Toe Nails @ TC & BC (Typ) Attach Comer Jack's w/ (2) 16d Toe Nails @ TC & BC (TYP) nynin«au>xer+e•GaaK,usj'4FUN't a 4ut ttaiscen a^m uz..iR . ranMlrr*+*a.MMr.aa.kilnxA br r?9 t e+a er sww#tta l nn sar4bns,ss. i s,.+"wR uo.,e r d MusrdrddndlahminbRtRNnMi,u,rca ar.aa,4+up. rxd".nw «.dr+,. wkw, wavarr+dMuntgw aR«ansi r kgrx ywn.`.pwx" wddrel.udlln t«nr.riwyawiEw edw ee.a"a'i«randwr ra»edlye w.,e. aw ndrK.wlKr5 4 d wt d,rXki rf.«ddsAe.r.aerr.kdbkc,,r qi.,aq!.,MOM.a.urari+ra+ind At"til" T. Tear+tae Ytl. P.F. a ftiss w ax"+u a.i ands , .sa o pt +a "a ,.ate 80083 we.m ldtMktiwtit4'7«r @k dlRxe rnnM n.rrn:auFn a 1i&r gy at Trr.r tr n k+"W*+dw *MM "uMkMfaexwa Wrta R+d. 4451 St. Lucie Blvd. tMN+ 0lilt AItw4w AmMaiifa kti. tftgrA"hedMsgw,ap6knp Mls4 rM"fir aiq n hrAtaBmu-Mda,CMtE. FwNefce, FL 34944 FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL 1 STDTL03 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVO. FORT PIERCE, FL 34946 772-409-1010 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD Y-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 RESLA_T FROM THE BRACING OF THE GALE ENDS. HORIZONTAL BRACE SEE SECTION A -A) TRUSSSES 0 24' O.C. 2X6 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) - 16d NAILS EACH. FASTEN PURLIN TO BLOCKING W/ (2) - 16d NAILS (MIND. 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 r r r r • r _ CEILING SHEATHING 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 WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ON ROW OF 10d (131' X 3') NAILS SPACED 6' O.C. FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d 131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM). STRUCTURALG//II / 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 INLAYEO / STUDS. TRUSSES WITHOUT INLAYEO STUDS ARE NOT ADDRESSED HERE. STANDARD GABLE / TRUSS / UKAL TRUSS run AN AOEOUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLAN LOADS. THE BRACING SHOWN IN THIS DETAIL IS FOR VERTICAL/STUDS ONLY, JULY 17, 2017 STANDARD PIGGYBACK TRUSS STDTL04 CONNECTION DETAIL THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7.10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE w CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN rr DRAWING FOR UPLIFTS. NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24- O,C. OR LESS. A-i ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 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 8' 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. M.r-fSprMaa,Y+xmb'kfgtY .,'gFtiM";.4lNUtM4S4i k. f dr, ;a k he4rrr roa mrwrerwxa4.akw+Ra}Rwq;MaFbMMr.3.tawa4.pe.MemSkabdmaw a4r,,.ara aaMaert,awa 43Y+wtxMcl+MMu sMRNm#1#Aa RkaNk +Etas. Pe G «{ca. Wr taM+a+ua4+*wt t7@n wKr4M[adhpNoaMfl IMr.Mr 4r74 MsydArx trAasbtwekwla Allah .Mn PFS Par lt«a+.Mpf+'w aMw c Anthony 7, loffft 111,P.E- aMawien iattbaa 4usaa at6a.rtaari.d rw. arwwgaab:>Mnxra#M K.wf[asrM SMMq raar Ms xtw+sMlWaw.a aae.usr9akw,..*.r knyr... rvay arakansrrn§F.*s x RM3 e w ata nm a urwa Ma arrpafakarae4,r swer..w.ati +remws taa araaa+ ratttfaak,er aArrae eerans a,,wtr +u.ur,r.rr+,,a 44514t- Lucie BWd. xf ..eRrtra+Mn+ v+s4n aat. trxa, hrr.o-afea ars4,c.t,s W «s«.*a,M. ,aes.a »ma Rx1 P;erce, FL 34946 40td10201kiwImws-MMwPt.lwbel@,LE. (epabne+rdXas4xrwet.itKttaw.ispaMit4e1• raAe•raaiwr issSahen)-1FerlhnsRs AefMwMGG.p t.E. JULY 17, 2017 TRUSSED VALLEY SET DETAIL - SHEATHED 1 STDTL05 A-1 ROOF TRUSSES 4411 QT P i IPIC RI %In FOF SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6" Q.G. DETAIL A 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 0.131" = 10d 2. WOOD SCREW = 4.5' WS45 USP OR EQUIVALENT. 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4. INSTALL VALLEY TRUSSES (24" O.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" Q.C. E END, COMMON iS, 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 it 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. YM i fimPMm l ttNk h'Ad 10Afk 53FS ti9"ki1!"1li iitlMttbgll (9KF1M;"1tlfF]'; 4iNk'tl MY{MfMgr+Mtsafw+wl6n hm ldkRF Ii RMMMMN rT.Mk+l.P7. MPnarz tY@lfrtt Mt lMitties4wltw A f#Il0.W 1mles tM4rrNge llherakaN Nw Px16x.4 Ee}mw Ar t}x.MhE iAawwea nPn+ xw sgMe+fu+pMnne p rl sx nnr'ehb btaapdttls Ns rtss4RwrMw#P +Mk wiM +P tePkrt ens+iFbr, MA(laseN+t.nMd An*1my T. Twnbo III, P.E, N nPtmtl hm Yr aP.NmO1Pn#irMPaAMmsIRP G.Pa MG.wr's amPr qM xrrQ+PI.gNs,M,sP e nMstillP r:.MIXsN Px lxalP+lM, uIe WIRi Ar gKwPiMAMMw.MEwrfMlaPs. lemR MxyP mNitw WtYlq AImNNIelIPgMfif}14 9SM3 MN .MsgnrfPA(emMP .t,PPureaern awe mm pwwtw,eMN NptP.,P us+rP+ wNP4 r* Pkmws Pa N.w+xrna€rw.uP m{na,PxP, PPP+,e Naw+n aPb.csePwq r.snsaPapt+ «aa n Nr..u.,Pu 4451 Sr, Lucke 6lyd. PIIpNV RNNbPtMRMrd[MPR nugPtl&I/Met R WN lifM N.p+l rPPr R'.F4MANlINW r:NIMPY 4t m NlmrPrlM, kltlMli {RtMmlttt#4 RIH Mwtr 31€ Fort Pretee, ft 34446 eryTi !$StOi{f,EtwIlsim JokPtleuNm,P,E.Pep1MNOPPfdisdvmt:aylNa,upuNNbiNIrRlhApst+tinmaouaussatm4amAlUdHlltn Fm ryLilmdl.1.E. JULY 17, 2017 ( TRUSSED VALLEY SET DETAIL A-1 ROOF TRUSSES 4451 ST, LUCIE BLVD. FORT PIERCE, FL 34946 772409A010 SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6' O.C. GABLE END, COMMON TRUSS, OR GIRDER TRUSS ATTACH 2X4 CONTINUOUS 82 SYP TO THE ROOF W/ TWO USP WS3 (114- X 3-) WOOD SCREWS INTO EACH BASE TRUSS. DETAIL A NO SHEATHING) N.T.S, GENERAL SPECIFICATIONS: 6 ol1 fZ. 1. NAIL SIZE = 3' X 0.131' = 10d 2. WOOD SCREW = 3' WS3 USP OR EQUIVALENT. 3. INSTALL VALLEY TRUSSES (24- Q.C. MAXIMUM) AND SECURE PER DETAIL A• 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL 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 A0 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. w-rears.ap.n+a'F.inesus's.b^,ct aruA;sta eel a"';utr+w4'arc r w,wmtae,a,.aowea.€.t+.w.tF aa+eMm,.+. Ars,mar.uP.rr ws,+w ryw,ta era% atnrR ls xas.MN MM*8i. buxh eataw,taana+w+.• ,a. ,r+n , .,, rarayee,ru eka, you• aR.rtr ,+u Rn n+r,r+f«+,prwc a.rr.+a r Anth y T, Tombo III, P.E- w,arnuussa era„aasaa,a,r whasaua+lea.rk+4r.a.:rawaaax4c,ra4lwe,iw awq n.mlrnaartsaw+rw or,a.suau.baawaawa,ugweraa,w.+a+a s8W93 1. s wt ""I"low. 0. W.W*ro lg uAdra r, wwusaalkr.aaxtaM wp WOO wx.4-*4.' R }.4afY n wMa4 H,tAy u.4w4nq v palba wWr 4451 St- nif Blvd, a,..,uaank:.annma*aaahanne,»+r c>a.xn 4 xa4ku..«ms,,s.p,pe*€t wapr a..ama.ms fat Plerce, FL 34946 fgpyMD2i11A t6aftmut.MlMt1LTaM I,GL tq aiatdAtisletwail.uaq(*at p " i wsdxr.ritke IvNM-1lxik-A M1LIaaYt.t.F, SSE VALLEY SET DET JULY 17, 2017 I TRUH GHQW NQ VELOCITY) AIL I STQTL07 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772409-1010 ATTA( WIND DESIGN PER ASCE 7-98, ASCE 7- WIND DESIGN PER ASCE 7-10: 170 MPI MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY 11 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 Z Ut-VUK I IKU I KUZ JCJ UIKCa i LT UIVUCK VALLCT 1 KUJJCJ MUQ I DC 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. NON -BEVELED BOTTOM CHORD FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. CLIP MAY BE APPLIED TO THIS FACE UP TO A MAXIMUM 6/12 PITCH NOWBEVELED BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12 (MAXIMUM 12/12 PITCH) o'. V" Nas w"*aw+ wt4 CAI ItXi%4 .H1iaN tEkt; .Casre+I ua N as t«i4 rNp1«axAN«fMa«IaM aMl9tsyw kv"M(l alw iakgr %.*t It IA«_i*WMn 4*.0* martMaMlOB, rRkaw«a1Na Rok '4 r'*w%kk6A Nr«, .'w* oo, «—+aft kthwy T Tarnka III, P.E. Mwrtrk 7rattit trr164ttrtnslasaRt/rx area MQwr`z aeumlge«h xYgBrgR«.»asataalb lN.rK wow k#*".treNtnl Nr+naptfh t d.e ann.f s?eu,,r.Nb} nun.wAft r«agrektrmv *r 'TSM3 ak ae «ert.uar«. cra e«s.ra a, sea «a «.aaix ue es rmr p us Wank +stat«e pia sea u I« rcee .+aa r ms «,c wn .rtt 4451 St, Lucie BhM, apa+mkFaaYh t+*S FortNe+s,aa.mgrsw,SM ref?r„batefip..ksr;Pe dwyaMga!,«t^aas MroeatYntra!fwaa t9 ask«t«k9tN.iNE Pticvice, fL T4446 opr4hLffibA'IawitoRin 4 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/tOd NA[LS, 6' Q.C. VERT 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) 10d NAILS INTO 2X6 2X6 SP OR SPF #2fl! 2X4 SP OR SPF #2"911 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 END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS 4) Bd NAILS MINIMUM, ROOF3X4= PLYWOOD SHEATHING TO SHEATHING 2X4 STO SPF BLOCK k DIAGONAL BRACING i(# L - BRACING REFER REFER TO SECTION A -A TO SECTION B-B 24' MAX. - f MINIMUMNIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN 2) - tOd BOTTOM CHORD OF GABLE ENO TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 12' MAX, f NAILS 3, BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C. TRUSSES 0 24' O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT4'-0'O.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN 2X6 DIAGONAL BRACE WITH 16d NAILS SPACED 6' Q.C. HORIZONTAL BRACE TO BE LOCATED AT SPACED 48' O.C. ATTACHED THE HIOSPAN 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) t6d NAILS, AND ATTACHED 7. GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240. TO BLOCKING WITH (5) - B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. OIAG. BRACE 10d NAILS. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES. IF NEEDED 10. 10d AND 16d NAILS ARE 0131*X3A* AND 0131'X3S' COMMON WIRE NAILS HORIZONTAL BRACET7RESPECTIVELY. SEE SECTION A -A) It SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE1 2) DIAGONAL BRACES AT11/3 POINTS MAXIMUM STUD LENGTH 2X4 SP #31 STUD 12' O.C. 3-8-10 5.6-11 6.6-11 11-1.13 2X4 SP #31 STUD 16' Q.C. 3.3-10 4-9-12 6-6-11 9.10.15 2X4 SP #31 STUD 24' Q.G. 2-H 3-11.3 5d-12 8-1-2 2X4 SP #2 12' O.C. 3.10.15 5-6-11 6-6-11 11-8-14 20 SP #2 16' Q.C. 3.6-11 4-9-12 6-6-11 10-H 2X4 SP #2 24' O.C. 1 3-1.4 3-11-3 1 6.2.9 1 9-3-13 DIAGONAL BRACES OVER 6' - 3' REOUIRE 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' D.C., WITH 3- MINIMUM END DISTANCE. BRACE MUST COVER 90'/. OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE 8 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. ENO WALL FEBRUARY 17, 2017 I T- WITH 2XIBRACEEQN Y' E I STDTL09 NOTES: r T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 90Y. OF WEB LENGTH. I THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TO CONTINUOUS LATERAL BRACED WEBS. A-1 ROOF TRUSSES 4451 3T. lUC1E BLVD. FORT PIERCE, FL 349" 772.409-1010 NAILING PATTERN T-BRACE SIZE NAIL SIZE NAIL SPACING 2X4 OR 2X6 OR 2X8 10d 6' O.G. 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 1-BRACE 2X8 2X8 T-BRACE 2X8 [-BRACE T-BRACE / I -BRACE MUST BE SAME SPECIES AND GRAD (OR BETTER) AS WEB MEMBER. NAILS WEB NAILS NAILS WEB 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. riii NOTE 1: 2X6 STRONGBACK ORIENTED VERTojWICALLY 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 34W NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE772AW1010 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 ENOS. 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 (0131' X 31) NAILS (0.131' X 3'). ATTACH TO VERTICAL NAILS (0131' X 3*) 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 (0131' X 3') IN EACH CHORO 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' WOOD SCREWS 0.2t6' OIAJ INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENOS 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') EOUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d NAILS (0131' 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 T72409-1010 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 2o 135 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 c z2 131 75.9 69.5 60.3 59.0 51.1 N 148 81.4 74.5 64.6 63.2 52.5 M VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (0.162' DIA. X 35') WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 1.15: 3 (NAILS) X 845 (LB/NAIL) X 1.15 (DOL) = 2915 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 END DETAILS 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' 45.00° FEBRUARY 17, 2017 1 UPLIFT TOE -NAIL DETAIL I STDTL12 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409.1010 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. ILIMMIJ TOE -NAIL WITHDRAWAL VALUES PER NOS 2005 (LB/NAIL) DIA. SP OF HF SPF SPF-S L`> 131 59 46 32 30 20Z O J 135 60 48 33 30 20 lfl 162 72 58 39 37 25 J 128 54 42 28 27 19 H Z z O 131 55 43 29 28 19 W 148 62 48 34 31 21J to NJ Q M Z 120 51 39 27 26 17 0 z 128 49 38 26 25 17 O 131 51 39 27 26 17J x O 148 57 44 31 28 20 M 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30• WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER ENO AS SHOWN. 2. THE ENO 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 35') WITH SPF SPECIES TOP PLATE FOR WINO DOL OF 1.33: 3 (NAILS) X 37 (LB/NAIL) X 1.33 (OOL FOR WINO) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WINO FOR WINO DOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X 1.60 (DOL FOR WINO) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WINO IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LOS (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 NEAR SIDE FAR Sl SIDE VIEW E TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY END VIEW L NAIL NAIL ft 0 FEBRUARY 5,2016 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 I.D x Al+ TYP W NAILER ATTACHMENT I STDTL 13 W NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. A 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 F:' STDTL 14 4) 12d MAX 3011(2'-b") 2x6 #2 SP (Both Faces) 2411 O.C. SIMPSON H5 a«awea««Mhru««w"4d Rr'#9Aldl?tA1"i.r'ttNetiMMEk (,lSCMI{"MTiI'y MtltRtlEA4MAC b« iah r4'e«ee«en.r:rahrfw RncMT«4't r«iMMwfF_tsM &.tt.Mwnwx&««Mwxu tMw+h«,r enAM..Ae tlR M! afrt awak kr+tAAF.eeka w7A2«haM bakar rN it*.k^s"`:wwlsRtp+w.+aa nsrtw Fes*+'MI R'Cm..+Mp i. w.lw se. Mpi*hw bwtw«iM !«h aloha, tee My++s wClw.+, Mll t+* r ,6(gng L 7pmtw TA. RY. Mmrt«a4w+YrwMt«CaM«eMeMMlMwi«t«4.G.«'.«wl««N*««w MryAa«,«wawwtrtw•..w1EMwfpA eletakaP. NrteartR«eMo.eiav#eww•w. aaas:*kM wrt ne...eMer...at«*t«rwwynMsnrt r8CMA3 wWla(w«A+MF«MwM 14 ac re4akee ua.rlkpt wrt +doe RdMn t + firwwr!(S8«MakrbmCnrtw..nae.,.larn e*Me+> au xl..bo-n»eMlr*, ee««++rtw »nr lwrl.,.fiw,9+,w .rgw waver.«.wwa 44S! St fade wwW x.,u««aert ec««.«eartwrt•rtwase«wr«w.r a«xnxrr*^++weaaw,+tsrp. «ro,,, m.«a«+«rt,«ww,s «tapMrrlrra eaa we«m fort pNnte, FL 34946 C«pri M `129(i A 1 /n.I lrtcW1aM q (=[Mu4p.E.. Rpe«Artfu«dMS Naw nq,&4a'/tx4•iCNoRi4+R1.iMwe9re situ F+rwuieehMrA-I taallFa+MFA«AreE l.lw«Mttl;l,k.. FEBRUARY 17, 2017 ( STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STQTLI5DAMAGEDORMISSINGCHORDSPLICEPLATES 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 20 2X6 2X4 2X6 20 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 Q. 3657 5485 3346 5019 1 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 C131' DIA. 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 END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C IDd 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 DINTS OR SPLICES. S. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. FEBRUARY 17, 2017 1 SCAB APPLIED OVERHANGS I STDTL16 A A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 3,4946 772-409.1010 TRUSS CRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 115 SPACING: 24' Q.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL END BEARING CONDITION NOTES: 1. ATTACH 2X-SCAB (MINIMUM lit GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF tOd COMMON WIRE NAILS 048' DIA. X 3') SPACED 6' Q.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' O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD LOADS NOT EXCEEDING 50 PSF. TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY. REFER TO INDIVIDUAL TRUSS DESIGN I FOR PLATE SIZES AND LUMBER GRADES A 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 I -1995 — "Standard Responsibilities in the Design Process Involving Metal Plate Connected Wood Trusses", and "BCSI 1-03 Guide to Good Practice For Handling, Installing, & Bracing of Metal Plate Connected Wood Trusses" published by WTCA and Truss Plate Institute. Any of this material can be obtained by contacting A-1 Roof Trusses. Spanish versions are also available. 2) All temporary and permanent bracing design, connection, material, and labor by others. 3) Truss designs are for an individual component, not for a truss system. Reactions and uplifts may vary from building designers calculated loads. The building designer is ultimately responsible for clarifying any discrepancies. 4) If provided by truss manufacturer, any engineered beams provided have been sized using information design guides or software provided by the beam manufacturer. The building designer should verify all loads uplifts, and bearing requirements. Truss manufacturer is not responsible for specifying beams, other than those provided by truss manufacturer. 5) Unless specified, roof trusses are not designed for any additional attic storage loads. 6) On flat surfaces, adequate drainage must be provided to avoid ponding. 7) It is the builder's responsibility to assure there is adequate room for A/C ducts, electrical wiring and plumbing runs to assure they do not interfere with the truss chords. (Roof and floor.) Truss chords and webs cannot be cut. Attic access opening should be located between trusses unless otherwise noted. 8) Unless specified, valley framing design, connection, material and labor to be supplied by the builder. 9) Attached drawings are standard details that cover most installation standards. Structural details provided by the building designer supersede any attached details. 10) Trusses are not designed to carry the chimney, cupola, steeple, or other structures unless specified. Structure should be framed through the trusses to be supported by the foundation. In cases where trusses are designed to carry the structure above all loads and uplifts MUST be verified by building designer. Connection of structure to trusses must be provided by the building designer. 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. 12) 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 772-409-1010Office 772-409-1015 Fax www.AItruss.com US STRUCTURAL CONNFCTORSx A MiTak' Company Hangers Allowable Load (lbs) OF-L J SP LSL LVL PSL SPF i-JOIST LISP160% 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) - lOd (Joist) 11- 0510.01, RR 25779 LUS24 670 765 825 490 4) - 10d (Header) 2) - 10d (Joist) T2 JUS26 1881, 850 975 1060 1115 4) - 10d (Header) FL821.42, 2) -10d (Joist) 11- 0510.01, RR 25779 LU526 865 990 1070 1165 4)-10d(Header) 2) - 10d (joist) T3 MSH422 1831, 2025 2025 2025 22) - 10d (Face - Face Max Nailing) FL822.36, 6) - 10d (Face - Top Max Nailing) 08- 6) - 10d (Joist - Face Max Nailing) 0303.06, 6) - 10d (Joist -Top Max Nailing) RR 25836 4) - 10d (Top - Top Max Nailing) 13116-R THA422 2245 2245 2245 6) - 16d (Carried Member Face Mount) e) - 10d (Carried Member Top Flange) 22) 16d jFace Face Mount) 2) - 16d (Fare - Top flange) W - 16d (Top - Top Flange) THAl422 1835 1835 1835 2) - 10d x 1-V2 ar 2 - 10d x 1-112 (Carried Member) 20) - 10d or (2) -10d (Face) j4) -10d (Top) T4 THD26 1781, 2485 2855 3060 2170 18) - 16d (Face) FL13285.35, 12) - 10d x 1-1J2 (Joist) 06- 0921.05, RR 25843 HTU26 2940 3340 3600 1555 11) - I0d x 1-112 (Carried Member) 20) 10d x 1-112 (Corned Member - Max Nailing) 20) - 16dx 1-112 (Carrying Member) 20) - 16d x 1.112 (Carrying Member - Max Nailing) us STRUCTURAL C0NNF('T0R1.;} A lViiTark' Company Hangers Allowable Load (Ibs) DF-L / SP LSL LVL PSL SPF I -JOIST 160% LISP Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T5 THD26-2 1781, 2540 2920 3175 2285 18) - 16d (Face) FL13285.35, 12) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHU526-2 2785 3155 3405 1550 14) - 16d (Face) 6) - 16d Qoistj HTU26.1 2940 3340 3600 2175 20) -10d (Carded Member . Max Nailing) 20) - 16d (Carrying Member - Max Natlingj 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 f16) - 10dx 1.112 lCarried Member- Max Nailing) l26) - 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 HHU528.2 4210 4770 5140 2000 22) -16d (Face) 8) - 16d (Joist) HTU28-2 3820 4340 4580 3485 26) -10d {Carried Member - Max Nailing) f16) - 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 HHV546 2790 3160 34I0 1550 14) - I6d (Face) f6) - 16d (Joist) S P STRUCTURAL ONNFC'TORS` M-4k Company Hangers Allowable Load (lbs) 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) 181- 16d (Joist) T10 THDH26-2 1881, 3915 4505 4795 2235 20) -16d (Face) FL821.75, 8) - 10d (Joist) 06- 0921.05, RR 25779 13116-R HGUS26-2 4355 4875 5230 2155 20) - 16d (Foce) 8) • 16d (Joist) T11 THDH26-3 1881, 3915 4505 4795 2235 20) - 16d (Face) FL821.75, 8) - 20d (Joist) 06- 0921.05, RR 25779 HGUS26-3 4355 4875 5230 2155 20) - I6d (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 7450 7450 3235 36) - 16d (Foce) 12) - 16d (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 35) -16d (Foce) 11) -16d Hoist) a. U S P STRUCTURAL CONNECTORS' A MITek` Company Fastener Comparison Table Connector Schedule Group Label USP Stock No Required Fasteners Reference No Required Fasteners 4) - 10d (Header) 4) - IOd (Header) T1 JUS24 LUS24 2) - 10d (Joist) 2) - IOd (Joist) 4) - IOd (Header) 4) - 10d (Header) T2 JUS26 LUS26 4) -10d (Joist) 4) - IOd (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 21) - 16d (Face - Face Mount) 6) - 10d (Joist - Top Max Nailing) 2) - 16d (Face - Top Flange) 4) - 10d (Top - Top Max Nailing) 4) - 16d (Tap - Top Flange) 11) - 10d x 1-112 (Carried Member) 18) - 16d (Face) 12) - 10d x 1-1/2 (Joist) 20) - rod 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 1-112 (Joist) 26) - 16d x 1-112 (Carryinq 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()oist) 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) MSH422 us STRUCTURAL CONNECTORS' A M!Tek` Company IMl THD26 JUS26 THD26-2 REPAIR REQUESTS When sending in repair requests, please use engineering sheets to describe the issue or damage, and email to design@altruss.eom. Engineering sheets correctly marked with the issue 1 damage are required. NOTE: Photos of the issue t damage can be included with the engineering sheet, but pictures by themselves are in most cases not verlpful. 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 tine to denote the MISSING f DAMAGED PLATE: exact location of the break Circle Missing or Damaged Plate v I 2. 1 1 t 5 6 7 a 9 ii 12 13 I 1r1MEA 7 ALTERNATE I DEVISED BEARING LOCATION: ? Draw in new location of bearing; and provide dimension of it's location r' MISSING PIECE: Ifthere are multiple breaks, resulting in missing M t - E BREAM: Use a line to a denote exact location of break E € SPLET 1 CRACK:. Renate exact location of f damage. and provide length if greater than 12" TRUSS MODIFICATION: ? If truss is too long,' short- prrnnde detailed sketch and provide dimensions as needed r" MISSING f DAMAGED PLATE: Circle Missing or Damaged Plate DEFLECTION f 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 3 5/8t1; l _ 5 5/ 8 N ' 1-0 In 1-1 1' 0" HATCH LEGENIT', 1 8` - 0" / 8' - 8" A-F. z. 9' - 4' A.E.'a8' - 8 177. 18' -1 7/8" / 18' - 9 7/8" A.E.F. i NOTE: Trusses are designed for SHINGLE material. Notify truss manufacturer if material is other than shingle. CA.0 NOTE. ALL TRUSS TO WALL AND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER UNLESS NOTED OTHERWISE) NOTE ALL CEILING DROPS BELOW BEAM ARE BY BUILDER (UNLESS NOTED OTHERWISE) NOTETHIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING DESIGNER IS REPSONSIBLE FOR THE STRUCTURAL STA641- TY 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 rr ji NREPRESENTSTHELEFTSIDEOFG.`-. IE EACH TRUSS DRAYJiNG A iJUS24 THD46 JUS26 MSH422 C THD26 K, MUS26 jfl THD28 t l--- r E TH026.2 M; F THD28-2 N! I JUS46- LOADING ROOF ;FLOOR WIND LOAD a LIVE LOAD 20 40-'- ASCE 7-10 DEAD LOAD 10 10 150 NIP" ; ExP C f ( LIVE LOAD ( 10* 0 CATEGORY 11 Om 6 -_—.— o i DEAD LOAD 10 5 ENCLOSED TOTAL LOAD 40 55 ! FBC - 2017 DURATION FACTOR 1.25 1.00 TPl - 2014 REV. 0R ATEBY '', REMARKS i 01 Vi,Ut, 2027;UX; UPDATED BOTTOM RIBBON TO 2x6 02 12/08/2017 JT ICODEUPOATE t i It s understood that above conditions have been reviewed APPROVED are acceptable for the fabrication at trasses. APPROVED AS NOTED elevatfons, pAches- overhangs fasoas. cedmq REytSE ANDRESU6MtT efevalEons/ pitches. bearing conditions & all detail pertaining RE3ECTED td this truss placement plan. No back charges will be accepted without pre"ous wn ten DATE approval from an A.T Roof Trusses representative REVtEwfD BY PLAN DATEI ARCH: - J-y`--- BTRUCF:--I-i-- CUSTOMER', RYAN HOMES JOB NAME SUMMERLAND "C" al,,%.crochi OPTION( S) £17FN00LA&W COMMNTY LOT It BLDG BLDG _ TYPE _ d JOB # - MASTER!, WRCSUCE DRAWN; SCALE DATE 04/20/2015 JT -._ I -- N.T.S. A- 1 ROOF TRUSSES A FLORIDA CORPORATION Ph 772-409-1010 1 Fax 772-c09-1015 City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # # Project Location AddresX- t—I llv—s C 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.floridabuilding.or -g. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/ Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Therma Tru Smooth Star 15000.2/15000.4 Sliding Ply Gem 4780 SGD 14634.2 - R1 Sectional Wayne Dalton 9100 - #0600/#0607 9174.11/8174.20 - R1I Roll Up Automatic Other 2. Windows Single Hung Ply Gem 1500 16103 Horizontal Slider Casement Double Hung Fixed Ply Gem 1500 16104 Awning Pass Through PEojected 16118, Mullions - Ply Gem 1500 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval# including decimal) 3. Panel Walls Siding Soffits Aluminum Coils Inc. Alunninu Soffit Panels 12194 - R5 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R11 UnderlayLnents InterWrap Inc. Rhino Roof Underlayment 151216 - R2 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tile. 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 L June 2014 Category/Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Slights Other 7. Structural Components Wood Connectors Anchors Truss Plates Engineered Lumber Railing Coolers/ Freezers Concrete Admixtures Precast Lintels Lott's Concrete Products Lintel 17867 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant' s Signature Applicant' s Name Vicky Otero Please Print) June 2014 COhstruOtion Products 1. Product Name Grace Vycor® Plus Self -Adhered Flashing 2. Manufacturer Grace Construction Products 62 Whittemore Avenue Cambridge, MA 02140 866) 333-3SBM (3726) Fax; (410) 431-7281 www,graceconstrucfion.com www,graceathome.com 3. Product Description BASK USE Grace Vycor® Plus Self -Adhered Hashing is a self-sealing, fully adhered, composite flexible flashing designed to protect attical non -roof details from air, water and moisture infiltration, It provides an excellent positive seal around the outside and inside of doors and windows and con be used to seal joints, seams, holes and other undesirable openings in wall systems. COMPOSITION & MATERIALS Grace Vyoor Plus Self -Adhered Hashing is a 25 mil (0.64 mm), cold applied, self -adhering membrane consisting of a 3 mil (0.07 mm) high density, cross -laminated polyethylene film coated on one side with a 22 mil (0.56 mm) layer of rubberized asphalt adhesive, For ease of application, the rolls are interwound with a disposable silicone coated release sheet. The flashing is a dark gray -black. Grace Vycor Plus Self -Adhered Hashing is now available with RIPCGRDII , a cord embed- ded in the adhesive layer that allows split release on demand. RIPCORD makes the mem- brane installation faster and easier and enables proper integration with the other waterproofing elements of the wall system, Priming is generally not required for most substrates provided they are clean and dry. However, oh concrete, masonry and DensGlass Gold@ apply Perm -A -Barrier@ WB Primer. If adhesion is found to be marginal, also prime wood composition and gypsum sheathing with Perm -ABarrier WB Primer. The coverage rate for Perm -A -Barrier WB Primer is 250 - 350 ft2/gal 6 - 8 rT?/L), SIZE Grace Vycor Pius 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. UM `A110NS 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 Hashing if the specific formu- lation does not contain hydrocarbon solvents: silicone, acrylic butyl,l-part polyurethone 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 Technical 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 ASTM Intematiord ASTM C836 Standard Specification for Haigh Solids Content, Cold liquid -Applied Bastomeric Waterproofing Membrane for Use with Separate Wearing Course ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Rubbers and Thermoplastic Hastomers-Tension ASTM D570 Standard Test Method for Water Absorption of Pasties ASTM D903 Standard Test Method for Peel or Stripping Strength of Adhesive Bonds ASTM D1876 Standard Test Method for Peel Resistance of Adhesives (f-Peel Test) t ASTM D1970 Standard Specification for Self - Adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roofing Underlayment for Ice Dam Protection ASTM D3767 Standard Practice for Rubber - Measurement of Dimensions FLEXIBLE FLASHING 07650 Grace Construction Products PHYSICAL/CHEMICAL PROPERTIES See Table 1. 5. Installation STORAGE Protect materials from rain and physical dam- age. Pallets of Grace Vycor Plus Self -Adhered Flashing should not be double stacked on the jobsite, Provide cover on top and all sides, allow- ing for adequate ventilation, Store this product in its original, unopened packaging at ambient temperatures between 40 - 90 degrees F (5 - 32 degrees C), under dry conditions and away from exposure to direct sunlight. Store all prod- ucts in a dry area away from high heat, flames or sparks. Store only as much material at point of use as Is required for each day's work. ENVIRONMENTAL 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 METHODS Surface Preparation Substrate must be smooth, clears, dry and free of voids, spalled areas, loose substrate, loose nails, other sharp protrusions or other matter that will hinder the adhesion or regularity of the flashing installation, Clean loose dust or dirt from the surface wherever Grace Vycor Plus Self -Adhered Hashing is to be applied by vAp- ing with a clean dry cloth or brush. If the flash- ing does not adhere properly to the substrate, apply PemrA Barrier WB Primer at a coverage rate of 250 - 350 ftl/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. Flashing Application Install the membrane following the shingle principle: Apply the top membrane layer over the bottom layer so that the system sheds water. For ease of installation,, Grace Vycor Plus Self -Adhered Hashing has measure mark- ings at 6" and 12" 052 and 305 mm) intervals. Cut Vycor Plus into appropriate lengths, Use RIPCORD to split the release paper and adhere half of the membrane, if necessary. Peel release paper from roll to expose rub- berized asphalt and position flashing to cen- ter over joint location before applying, Move along opening or joint, being careful to put flashing as evenly as possible over the open- ing and avoiding fishmouths along the edges. Roll flashing firmly into place to ensure contin- uous and intimate contact with the substrate, If wrinkles develop, carefully cut out affect- ed area and replace in the similar procedure outlined above, The repair piece also must be pressed into place as soon as possible to ensure continuous and intimate contact with the substrate. Grace Vycor Plus Self -Adhered Flashing must be continuously supported by the sub- strate and must not span or bridgb joints, gaps or voids in excess of 1/4" (6A mm). End laps that occur in subsequent lengths must maintain a minimum overlap of 3" (75 mm). PROTECTION Grace Vycor Plus Self -Adhered Flashing must be protected from damage from other trades or construction materials. SAFEIy, STORAGE & HANDLING Grace Vycor Plus Self -Adhered Hashing prod- ucts must be handled properly, The best infor- mation on safe handling, storage, personal protection, health and environmental consid- erations has been gathered. Material Safety Data Sheets (MSDS) are available from the manufacturer upon request. All users must acquaint themselves with this information. Carefully read detailed precaution statements on product labels and MSDS before use, 6. Availability & Cost AVAILABILITY A nationwide network of distributors carries Grace Vycor Pius Self -Adhered Bashing prod- ucts, Contact a Grace Construction Products representative for ordering and delivery information, COST Grace Vycor Plus Self -Adhered Bashing is competitively priced. For specific information, contact a Grace Construction Products repre- sentative, FLEXIBLE FLASHING 07650 Grace Construction Products TABLE 1 TYPICAL PHYSICAL PROPERTiES OF GRACE WOOR PLUS SELF -ADHERED FLASHING Property & test Typical value Color Gray -Black Thickness, ASTM D3767, Method A 25 mil (0,64 mm) Low temperature flexibiirfy, ASTM D1970 Unaffected at -45°F (43°C) Dongation, ultimate failure of rubberized asphalt, per ASTM D412 200% minimum Cracked cycling 100 cycles per ASTM C636 Unaffected at -25°F (-32°C) Lap adhesion at minimum application temperature, ASTM D1876 Modifled 60 plf (875 N/m) width Adhesion to concrete at minimum application temperature, 60 pit (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 Pius Self -Adhered Flashing, when installed in accordance with manufacturer's recommendations, will not require maintenance. 9. Technical Services Full-time, technically trained Grace Construction Products representatives and technicai person- nel, backed by research and development staff, provide support. 10. Filing Systems Brst SourceTM' Additional product information is available from the manufacturer, W R Grace & Ca -Corn. how the inforr al'mn here will be helpful. R is based upon data ono knwMedge considered to be true and accu- rate and is offered for the users' consideration investigation and ver- ificafian but we do not warrant the new h to be obtained Rease read dA staF me nts, recommendations and suggestions in c oi*nc- tion vAlh sir aondfiars of sole, Wt ch any to all goods supplied by us. No statement recommendation or suggestion 4 intended for any use Wich watAd atfiinge any patent or copyright, W. R Grace & Co. Conn, 62 Whittemore Avenue, Cornloft& MA 021A0. In Conado, Grace Conodo Inc, 294 aements Road west Ajax. Ontario. Canada LIS XA 8ituthene, Penn-kDorrier and Vyc r are registered trademarks, and MPOORD is a trademark of W. R Grace & Co, -Conn DarsGlass Gold is a registered trademark of Georgia-Pacific Corporatist Copyright = W, R Grace & CO. -Corot. iF048E , Printed in the U•S.A 8104 AFSR1/3M 7"t .„,.,., ....e __....,, coF.-@ ,..®..,a.m.. ..,n>,...trt r 9-1 RwAn, k c_ The ten oartSPEGDATA formal cwtorms to tha ednodal Ye a Reeds Construction lashing Application Instructions for Windows WINDOW INSTALLATION METHOD A: BEFORE WEATHER -RESISTIVE BARRIER Based on the climatic conditions and the exposure of the window, there are a number of different flashing options. The method below is only one of the recommended options (see Detail VCRDE(=102) which meets AAMA criteria. Refer to the subsequent details (VCRDET-100 to 106) for additional flashing options located on pages 27-33. 11 u Step One: Pre-cutthe 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 1, page 8). Step Two: Before installing flashing on sill and iambs, locate the RIPCORD. Step Three: Rewind the pre-cut flashing. Position inside rough opening on the vertical jamb 9 inches up on each side. Apply to win- dowsill, removing half the release paper and exposing the adhesive. Roll firmly into position. Make vertical relief cuts starting from corner of win- dow sill upward. Roll firmly into place as necessary. Note: Do not remove the release paper on the bottom half of the flashing until future tie-in with the weather -resistive barrier. Split the release paper Install window as per manufacturer's recommendation. in half allowing for easy If sealant is used, ensure all excess sealant is removed from installation. nailing flange and surrounding area to provide a smooth con- tinuous substrate. (ASTM does not require i sealant on top of window flange when using self -adhered flashing.) El Flashing Application Instructions for Windows WINDOW INSTALLATION: METHOD A BEFORE WEATHER -RESISTIVE BARRIER (continued) Step Four: Apply the pre-cut jamb flashing onto the nailing flange. Position above the head flange. Unroll flashing and expose adhesive by removing the release paper. Roll firmly into place as necessary. Repeat on the other side. 11 Step Five: Install the pre-cut flashing over window head flange by removing release paper. Roll firmly into place. Mechanically fasten head flashing at top outermost corners, as necessary. Step Six: Install weather - resistive barrier as per manufacturer's recommendations. Position weather - resistive barrier under sill flashing. Remove remaining half of the release paper from the sill flashing. Adhere to weather -resistive barrier to ensure a water shedding tie-in. Flashing Application Instructions for Windows WINDOW INSTALLATION METHOD B: AFTER WEATHER -RESISTIVE BARRIER In this option (see Detail VCRDET 100) the weather -resistive barrier has already been installed before the window and flashing. i j 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 for flashing installation. Step Two: Pre-cut the Grace Wear PIusflashing 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. El dashing Application Instructions for Windows WINDOW INSTALLATION: METHOD B AFTER WEATHER -RESISTIVE BARRIER (continued) Step Four: Rerall the pre-cut flashing. Position inside of rough opening on the vertical jamb. Apply flashing to window sill by removing half of the release paper and exposing the adhesive. Roll firmly into position. Make vertical relief cuts starting from corner of window sill upward. Roll firmly into place as necessary. Note: Do not extend sill flashing beyond outside edges of jamb flashings. install window as per manufacturer's recommendation. If sealant is used, ensure all excess sealant is removed from nailing flange and surrounding area to provide a smooth continuous substrate. is Step Five: Apply the pre-cut flashing onto the nailing flange after window has been installed. Position jamb flashing above the head flange. Note: Do not remove the release paper on the other half of the flashing if future tie-in with top of vinyl sid- ing is required by others see Detail VGRDEr-107). Unroll flashing by removing the release paper exposing the adhesive. Roll firmly into place as necessary. Repeat on other side. 16 flashing Application instructions for Windows WINDOW INSTALLATION: METHOD B AFTER WEATHER -RESISTIVE BARRIER (continued) go Step Six: Install pre-cut flashing over the window head flange by removing release paper, exposing the adhe- sive. Roll firmly into place. Mechanically fasten head flashing at top outermost corners, as necessary. T _ Step Seven: 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 Eight: Flashing should be long enough to direct water over the nailing flange of the last course of siding see 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). fidshing Application Instructions for Doors DOOR INSTALLATION Like flashing windows, Grace Vycor Plus is also the product of choice for flashing around doors. Step One: Using the measurement markings, pre-cut a 12 inch piece of Grace Vycor Plus. Install onto ledger board. I 11 Step Two: Install the weather - resistive barrier as per manufacturer's recom- mendation. Cutoutthe weather -resistive battier from rough door opening. Remove also from inside bottom of sill. Step Three: Install corner patch under- neath the weather -resistive barrier as per Detail VCROET-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 hook. 2O Head flashing tie-in instructions: Flanged v 1 Cut, fold «p h weather-resistive barrier above header to Flashing Insiallarion After Weather -Resistive Barrier allow for flashing installafion MECHANICALLY FASTEN AS NECESSARY IN CORNERSTHROUGH GRACE VYCOR! PLUS — DAMER 1 a a Q roLoupwexr*sn- under weather -resistive barrier ESISTIVE BARRIER & n«E 3 Fold wm hapmso v boniarback over BARRIERhead flashing and seal with tape Notes: details, installationEXTERIOR1. For the most current SHEATHING video and product information, see our SILL pLATE web site a1vwwnxgsmoounxtrxctioo.mm mssvu^uE/-`"" FOR OPTIONS) 2 R|pCpRDD(Split Release o»Demand) can Plus forbnmmovedfromGraceVycorease ofinstallation 3 Romovowo msiodvubanier8nm*op GRACE vvoonmPLUS ufwindow sill plate 4. Install Grace \ymrPlus inorder shown by numbers Do NOT FLASH OVER BOTTOM °wuwoFLANGE 5. Install Grace VymnrPlus and weather - resistive barrimto form water - shedding laps Flanged NAILING FLANGE MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE / ao sVYCOROPLUS-8 PLUS DO NOTFLASHOVERBOTTOM NAILING FLANGE 1. For the most current details, installation video and product information, see our web site at vmvw.ynqcnunnstruodon.00m 2. R|PC0RDm(Split Release onDemand) can hn removed from Grace Vymn Plus for ease nf installation 3. Install Grace VyuorPlus inorder aushown by numbers 4.|fapplicable, leave release paper onlower half ofsill flashing until future fiein 5. Install Grace VyoorPlus and weathopnmoiobve barrier tnform water - shedding laps G,Detail also relevant for Grace VymorV4O Flanged WindowVCRDET-102 NAILING FLANGE MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE VYCOR! PLUS ---A GRACE VYCOROPLUS DO NOT FLASH OVER---/ BOTTOM NAILJNG FLANGE Notes: s»remox 1 Fmdmmoc uun n dewih.nsa|aho vNenaxs*uHw ^ - adpmdutinomtunmmmxwbdea v xmQaoeuntmctmcom 1 R|PCOROw(Split Release onDemand) can ba removed from Grace VycoroPlus for ease of installation 3. install Grace VyumPlus inorder shown by numbers 4. ifapplicable, leave release paper nnlower half ufsill flashing until future fie -in GRACE conopL»s S. Install Grace VyrorPlus and weather -resistive barrier tuform water -shedding laps 6. Detail also relevant for Grace Vycor V40 Flanged WindowVCRDET Option 3 - Severe Exposure Notes: MECHANICALLY FASTEN AS----,,, IN CORNERS EXTERIOR SHEATHING1. Fmdmmnx ounnn details, inu||ahu informatilon, see our web NECESSARY video product site atvmmw,gooemouuvcuu.`^=. VYCORPLUS2. R| PCORUm(Split ReleaseonDemand) can be SILL PLATE removed fmmGrace VyumoPlus for ease of FOR OPTIONS) in||abun 3. Install Grace Vyco Plus inorder shown by numbers onAos 4. Kapplicable, leave release paper onlower GRACE vvooxwpLua half ofsill flashing und|future fie -in r"'°---' 5. Install Grace VymorPlus and weather xl tivmberhar10form water -shedding laps 6. Detail also relevant for Grace Vycor V40 DO NOT FLASH OVER ` Half Round vCRoER04 Option I - Low to Moderate Exposure rxTFnm,oxsmHIxe—``` DO NOT FLASH OVER BOTTOM NAILING FLANGE GRACE VYCO o PLUS gQ=U o=nm»i°do vCnDEPos Option 2 -Severe xposure E TEMOR SHEATHING LETTER #i ON CHEMICAL COMPATIBILITYWITH NAILING FLANGE vycoRPLUS ov"°=~~....__ 1 Kxdmmon ummn d u||installation video SILL PLATEo in m\e rw FOR OPTIONS) www.graceconstruction.com 2 R|PCOR8w p|Rdesoenn Demand) oaobn muvodfmmG cmVym P|ux raaouof installation 1 Install Grace VymrPlus ioorder as shown by numbers 2{— \— enxnE= Wadsoiva|| yfu enoxnunaxna v,cox~r"" 6|fappUoab|u. leave m\uesepaper unlower CORNER PATCH SEE VcRDET-504 half ofsill flashing until future tie-in FOR OPTIONS) G, Install Grace VymnrPlus and weather -resistive barrier toform water -shedding laps 7.Detail also relevant for Grace VymurV4O SILL PLATE EE FOR OPTIONS) Notes 1 . For the most current details, installation video i b odon oeouurwmbx o and product ' www.gmueconstruction.com 2H|PCORDO(Sp| bRelease onDemand) can Ue mmovodfmmGraooVYoor"P|uoforeauoof installation 3. Install Grace VyomPlus inorder shown by numbers 4. Mechanically fasten exnecessary 5. \fapplicable, leave release paper onlower half ofsill flashing until future tie-in D.Install Grace VymnrPlus and mm opmu7 a baniartnform w arehaddinQ|epx 7. Detail also relevant for Grace VycorV4U Sill Plate OptiOnS VCRDEr-106 OPZ[ON -.6 GRACE vYooROPLUS WOODEN SIDING SILL PLATE WALL SHEATHING OPTION - B Notes: 1.For the most current details, installation CORNER PATCH OR video and product information, see our atvmww.QnaueoonstuctmnznmCOMPATIBLESEALANTwebsite 2 R\PC0RD'(Split Rn|eon Demand) can WOODEN beremoved from Grace Vycor"Plus for FURRING STRIP ease ofinstallation 3. Mommmweather e i ivebuniorhnm SILLPLATEtop ofwindow sill plate 4, Install sill flashing aoshown atleft SEE NOTE # . 5.Install Grace Vycor Plus around remaining window unit per Grace Window Details WALL axsaTx/wo--' U 0 OW Sill VCRI) ET-107 Tie-in with VinylSidingatWindNotes: l.For the most current details, installation video and product information, see our web site atvmww.gmoaounonnu nn.co/// 2. RIPCORD" (Split Ra| 000eonDemond)oanbemmomdfnm Grace VycoraPlus for ease ofinstallation ecnrP|uoandvvoo annoi abuniertnfonn 3 | ns|iGs o@ wopoNiogm nELsAeEoNoe ND^) 4.Remove weather - resistive barrier from top ufwindow sill plate SILL PLATE oacorP|uoSi|| 5 bmmm| auxopaper onlower half ofG oEEVCRDsF1oe Flashing und|future tie-in FOR OPTIONS) O. Extend Grace VynurPlus over nailing flange nfthe last com- plete ooumoofoidiogpana| and trim Grace VycurPlus to IGHEArH|NG protect from permanent exposure 1oUV 7. Install Grace VymorPlus around remaining window unit per Grace Window Details (VGRDET-lOUto1U5) wEATxER-RESISTIVE 3ARR|BR(OpO0mA4 O. Detail also relevant for Grace Vymor00 S. Leave release paper onnrother bond breaker between Grace VymorPlus and vinyl outside Corner ,~ ~_-_ _- BARRIER (OPTIOI GRACE VYCO140 PLUS Notes 1. For the most current details, installation video and product information, see our web site ot vmww.Qraoecnnstrnmoo-nom EATHiN8 2. R|PCORDw(Split Release on Demand) can be removed from Grace Vyuor"Plus for ease of installation 3.Install Grace VyoorPlus inorder aushown by numbers 4. Mechanically fasten aonecessary 5. Install Grace VymurPlus and weather -resistive barrier tuform water - shedding laps GRACEVyCOR~ PLUS G. Detail also relevant for Grace VymorV4U xET-5U4FOR OPTIONS) Wall. to-wall outside CornerVc8oB- 501 Notes: 1.For the most current details, installation video and product information, see our web site stvmww.granoc ouuucuv//^"... lR| PCORD" (Split Release onDemand) can be removed from Grace Vycm"Plus for ease of installation 3, Install Grace VycorPlus and weather- mnis- tivebuninrtnfurmwater-shedding laps 4. Extend GraceVycorPlus beyond join between siding and comer post/boards ' 6. Install Grace VycorPlus onoutside corner forthe height ofthe wall G.Detail also relevant for Grace VymorV4O R m Inside Corner VCRDEr-5o2 RUBBE ASPHA f Ma -- _-- RUBBERIZED ASPHALT ADHESIVE E e PLUS D RELFASE 2 11UDRETQ EAQNESNE A.S Nj' IF N1 R MECHANICALLY FASTEN AS NECESSARY INCORNERSTHROUGHGRACEUNDERLAYMENT Inside Corner VCRDET-503 VINYL SIDING VYCOR( SIDING WOOD SIDING I Notes: 1. For the most current details, installation video and product information, see our web Site at vvww.graceconstructlon.com 2. RIPCORD® (Split Release on Demand)'can be removed from Grace Vycor' Plus for ease of installation 3. Use a square piece of membrane (3 inches x 3 inches minimum) for inside corner 4. Use RIPCORD (Split Release on Demand) for ease of installation and to minimize scoring release paper 5. Fold as shown by arrows 6. Angle of corner may vary, adjust folding of the membrane accordingly to fit tightly to corner . 7. Install Grace Vycor Plus and weather -resistive bar- rierto form water -shedding laps 8. D etail also relevant for Grace Vycor V40 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace 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 Pius on inside corner for the height of the wall 6. Detail also relevant for Grace Vycor V40 Corner Detailing Patch OptionsVCRDET-504 Notes: video and product1. For the most current details, ' installation information, see our web site at wwwgraceconstruction.com 2, RIPCORD® (Split Release on Demand) can be removed from Grace Vycor* Plus for ease of installation 3. Remove release paper at time of installation of comer patch 4. Nominal patch size is 3 inches x 3 inches 5. Detail also relevant for Grace Vycor V40 option -A PATCH -A option-B PATCH-BQ option-C I- r-t-. I I I-- RELIEF CUT INSTALLED AT CORNER INSTALLED AT CORNER PATCH-C -----' INSTALLED AT CORNER Foundation S°UU PU0teVCRoEr-50s Option WEATH BARRIE EXTFRI SHEATI GRACE VYCOR Foundation SUNU PUUte vCnocT-506 Option 2 BARRIER (OPTIONAL) SHEATHING 1111EM 4 * . __ STUD WALL SILL SEAL GRACE VYCORO PLUS nmwommwNALL STUD WALL SILL SEAL anmCsv,conV PLUS FOUNDATION WALL Notes: 1. For the most current details, installation video and product information, see our web site atvwvw.gracaconmmczmn.00m 2. R|PCORD°(Split Release unDemand) can baremoved from Grace Vymu"Plus for ease nfinstallation 3. Install Grace vycorPlus inorder shown by numbers 4.Install Grace VycurPlus and weathar-rusix' hvubmniartofonn*ater-xhoddiog|apo S. | fpriming isnecessary, use Penn, 4Bonim" M0Primer topromote adhesion tnconcrete 6. Detail also relevant for Grace Vycor V40 motes: 1 For the most current details, installation video and product information, see our web site at www. graceconstmction.com 2 RIPCORD" (Split Release nnDemand) can ho removed from Grace VycorwPlus for ease of installation 3. Install Grace VycnrPlus inorder shown by numbers 4. Install Grace VycurPlus and mmathor-moisfivm barrier 10form water -shedding laps 5. | fpriming ionecessary, use Por/ Barrier" N0Primer tnpromote adhesion toconcrete G.Detail also relevant for Grace VymorV4U Georgia-Pacific DensArmorPlus ® Technical Service Hotline 1.800.225.6119 or www. sum.com Interior Panels www.gpgypsum.com Georgia-Pacific Gypsum Georgia-Pacific Canada 133 Peachtree Street 2180 Meadowvale Boulevard, Suite 200 Atlanta, GA 30303 Mississauga, ON L5N 5S3 Technical Service Hotline: 1-800-225-6119 Description DensArmor Plus" Interior Panels are noncombustible (as defined and tested in accordance with ASTM El36 or CAN/ULC S114) interior panels that consist of a 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 of performance for mold resistance under ASTM D3273 test method. The core of DensArmor Plus panels is reinforced with fiberglass, increasing the product's strength. The treated core and the coated facings made with fiberglass offer greater moisture resistance and improved dimensional stability than regular gypsum board. The product resists warping, rippling and buckling. They have a tapered edge to receive joint treatment The field of the board can be finished in the same manner as regular gypsum board. DensArmor Plus Interior Panels are GREENGUARD and GREENGUARD Gold Certified for low emissions of volatile organic compounds (VOCs) by a leading third -party organization, UL Environment. In addition, DensArmor Plus Interior Panels are listed as GREENGUARD microbial resistant This listing means DensArmor Plus Panels, which feature fiberglass mats instead of paper facings used on the surface of traditional gypsum board products, resist mold growth. The microbial resistant test is based on ASTM 06329, a testing standard set by ASTM International, which develops testing guidelines and procedures for building materials, products, systems, and services. DensArmor Plus Panels also are listed in the Collaborative for High Performance Schools® (CHPS®) High Performance Products Database for low emissions of VOCs. CHPS is a national non-profit organization that works with school districts and their design teams to improve the quality of education by using products that have met requirements to receive CHPS credits. Primary Uses DensArmor Plus Interior Panels are an interior wall or ceiling covering material for use in new construction or renovation work They are designed for direct attachment wit t screws or nails to wood and metal framing or existing surfaces. They may be used as a covering material for flat or curved structures. DensArmor Plus Panels are manufactured with fiberglass mat surfaces. They have a tapered edge to receive jointtreatment. Use on interiors of exterior walls, where moisture intrusion is most likely. Use in pre -rock areas, where the windows, doors or roof have not been installed making moisture intrusion inevitable. DensArmor Plus Panels come with a limited warranty against delamination and deterioration for up to 12 months of exposure to normal weather conditions." Use in wet areas behind tile, such as tub and shower areas, where ASTM C1396, Section 7 is allowed by code. For complete warranty details, visit www.gpgypsum.com. Submittal Job Approvals Contractor Limitations DensArmor Plus Interior Panels are a non-structural product and should not be used as a nailing base to support heavy wall -mounted objects. Intended for interior applications and soffits in protected areas, DensArmor Plus Panels must be kept dry during storage and handling. Do not use DensArmor Plus" Fireguard' (per ASTM C1658) Panels where there is prolonged exposure to temperatures exceeding 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 El36 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 C11 panels are UL and ULC Classified Type DAPC. Decoration DensArmor Plus Interior Panels are designed to accept most types of paints, textures and wall covering materials. Because of the enhanced moisture- and mold -resistant properties of DensArmor Plus Panels, drying times for both joint compound and wall coverings may vary. Always follow paint or wall covering manufacturer's installation instructions when applying either of these finishes. Georgia-Pacific Gypsum strongly recommends priming the surface of DensArmor Plus Panels with a quality, high solids primer/sealer before applying a final decorative material. Priming will equalize the suction variations between the joint compounds and the fiberglass surfaces. if glossy paints are used in such areas as kitchens or bathrooms, skim coat joint compound over the entire surface of DensArmor Plus Panels to reduce highlighting or joint photographing. This method is also recommended in areas with severe natural or artificial side lighting. Handling and Use —CAUTION This product contains fiberglass facings which may cause skin irritation. Dust and fibers produced during the handling and installation of the product may cause skin, eye and respiratory tract irritation. Avoid breathing dust and minimize con- tact with skin and eyes. Wear long sleeve shirts, long pants and eye protection. Always maintain adequate ventilation. Use a dust mask or NIOSH/MSHA approved respirator as appropriate in dusty or poorly ventilated areas.. Stack DensArmor Plus Interior Panels flat on a level surface. As individual sheets are removed for installation, they should be raised up on edge carefully and carried in a vertical position. Appropriate handling for gypsum board is also outlined in Gypsum Association Publications GA-216 and GA 801. Take care to avoid impact, undue flexing and subsequent damage to board edges, ends and corners. Material Safety Data Sheet (MSDS) is available at www.buildgp.com/safetyinfo or call 1-404-652-5119, Applicable Standards Manufactured to meet ASTM C1658, ASTM C1396 Section 7 and ASTM C1177. continued -- S'^6JmPS/S ggna-iHr8"O 14;1111 Georgia-Pacific Technical Service Hotline L800.225.6119 or DensArmor Plus Interior Panels {///W g P gyP S U M.G0-M Sizes and Edges DensArmor Plus Thickness: 1/2" (12.7 mm); Width: 4' (1219 mm); Lengths: 8`-12' (2438 mm-3658 mm); Edges: Tapered DensArmor Plus Fireguard C Thickness: 1/2" (12.7 min); Width: 4' (1219 mm); Lengths: B'-12' (2438 mm-3658 mm); Edges: Tapered DensArmor Plus Fireguard Thickness: 5/8" (15.9 mm); Width: 4' (1219 mm); Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered DensArmor Plus Fireguard C Thickness: 5/8" (15.9 mm); Width: 4' (1219 mm); Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered Physical Properties Installation DensArmor Plus' Interior Panels should be installed according to the most current versions of Gypsum Association Publication GA-216 "Application and Finishing of Gypsum Board for Non -Fire -Rated Construction." For fire -rated installations, the installation and details shall be in conformity with those assemblies published in the Gypsum Association Fire Resistance Design Manual GA-600, UL and ULC Fire Resistance Directories. 4Thickness, nominal 1/2" (1Z.7 ram) 1j2" (12.7 mm) 1/64" (0.4 mm) 5/8" (15A mm) t 1/64" (0.4 mm) 5/8" 05.9 mm) t 1/64" (0.4 ram} Width, standard a t 1/64' (0.4 mm) 4' (1219 rnm) t 4' (12i9 ram) 3/32" (2.4 mm) 4' (1219 mmj t 3/32" (2.4 mm) 41 (1219 min) t 3/32" (2.4 mm) Length, standard' 3/32" (2.4 mm) 81(2438 mm)to 81(2438 mm)to 12' (3658 min) 82%(3658 mm) 2438 mm)o 81 (2438 mm) 121(3658 mm) o 12' (3658 mm) t 1/4" (6 4 mm) 1/4" (6.4 mm) t 1/4" (6.4 mm) 1/4" (6.4 mm) Weight', nominal, lbs./sq. ft.. (Kg/mz) 2.0 (9.8) 2.0 (9.8) -- 2.5(12.2) 2.4(12.1) Tapered Edges Tapered Tapered 10 (570) Tapered 10 (570) 10 (570) Permeance', Perms (ng/Pa • s•m2) i0 570) linear expansion with moisture change, 6.25 x 10 a 6.25 x 10 6.26 x 10 6 6.25 x i 0 a in/in %RH (mm/mm %RH) Coefficient of thermal expansion, 8.5 x 10-6 (15.3 x 10) 8.5 x t 0 a (15.3 x 10.6) 8.5 x 10-1 (15.3 x 10") 6.5 x 10'6 (15.3 x 10 6) inn/°F (ram/ram/°GI Flexural strength, parallel, Ibf.'' (N) 40 (356) z80 (356) z100 (444) 100 (444) Flexuial strength, perpendicular, Ibf." (N) z100 (444) z100 (444} z140 (622) a140 (622) 0.118) 2RValuez, ft •°F• hr/BTU (m • K/W) 56 (0.099) 56 (0.099) 67 (0.118) Nnnrnmhustible 67 Noncombustible Nail pull resistance, Ibf.'' (N) altu )sbb) J-) i5 (67) z15 (67) z15 (67) Hardness caro, edges and ends, lbf. (N) 15 (67) 5 Water absorption M of weight)' 5 5 1.6 grams 5 1.6 grams 1.6 grams a • Surface water absorption4 rams1.6 9 Surface burning characteristics per ASTM E84 or CAN/ULC S102): 0/0 0/0 0/0 flame spread/smoke developed 0/0 s2/B" (6.4 min s2/8" (6.4 ram) sl/8" (3 mm) sl/8" (3 ram) Humidified deflection14 6' (1829 ram) 6' (1829 mm) 8' (2438 mm) 8' (2438 mm) Bending radius Represents approximate weight for design and shipping purposes 5 Double fasteners on ends as needed 2 Tested in accordance with ASTM C518 6 As defined and tested in accordance with ASTM E136 or GAN/ULC 5114. a Tested in accordance with ASTM C473 ' Tested in accordance with ASTM E96 (dry cup method) Specified values per ASTM C1658 and ASTM C1177 Georgia•Pacific Gypsum U.S.A. Georgia-Pacific Gypsum LLC Georgia-Pacific Gypsum 11 LLC Canada Georgia-Pacific Canada LP SALES INFORMATION AND ORDER PLACEMENT U.S.A. West 1-800-824-7503 Midwest 1-800-876-4746 South Central: 1-800-231-6060 Southeast 1-800-327-2344 Northeast 1-800-947-4497 CANADA Canada Tall 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 Q2014 Georgia-Pacific Gypsum U. Alf rights reserved. 1/14. GNTM LiL Item d"a9224G. 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 thisproduct, 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. sum.com. UPDATES AND CURRENT INFORMATION The information in this document may change without notice. Visit our website at www.gpgypsum.com for updates and current information. CAUTION For product fire, safety and use information, go to www.buildgp.com/safetyinfo or call 1-80R-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 productitself, 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. Georgia-Pacific DensGiassTechnical Service Hotline 1.800.225.6119 or Sheathing WWW.gpgypsum.G0M 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 OensGlass Sheathing is strong in both directions, it may be installed either parallel or perpendicular to wall framing members (always follow specific assembly installation instructions). Primary Uses Because of the superior performance of DensGlass Sheathing, it is specified for exterior walls, ceilings and soffits in a wide variety of applications. These include exterior insulation and finish systems (EIFS); cavity brick or stone veneer applications; cladding such as wood siding, vinyl siding, composition siding, wood shingles, shakes, conventional stucco systems, plywood siding panels; and interior finish systems that require a substrate panel with superior fire and moisture resistance. For EIFS applications, DensGlass Sheathing is an ideal substrate for adhesive or mechanical application of expanded polystyrene or extruded polystyrene insulation, and is recommended in all climate zones. Manufacturers of water and air resistive barriers, which include attached flexible membranes, self -adhered membrane and liquid applied, have found DensGlass Sheathing to be a suitable substrate for their systems. DensGlass Sheathing is an ideal product for exterior ceilings and soffits for both cold and warm climate zones. It resists sagging, even under exceptionally humid conditions. Panels are applied directly to structural framing. Surface and joints may be finished and painted, or surfaced with an exterior finish system. Limitations DensGlass Sheathing is resistant to normal weather conditions, but it is not intended for immersion in water. Cascading roof/floor water should be directed away from the sheathing until appropriate drainage is installed. Avoid any condition that will create moisture in the air and condensation on DensGlass Sheathing. The use of forced air heaters creates volumes of water vapor which, when not properly vented, can condense on building materials. The use of these heaters and any resulting damage is not the responsibility of Georgia-Pacific Gypsum. Consult heater manufacturer for proper use and ventilation. For complete warranty details, visit www.gpgypsum.com. Submittal Job Name Approvals Contractor When DensGlass Sheathing panels are used in slanted wall applications, that portion of the wall must be temporarily protected from the elements. Do not allow water to pond or settle on sheathing. Also, exposed wall ends must be covered to prevent water from infiltrating the cavity. Georgia-Pacific Gypsum does not warrant and is not responsible or liable for the performance of the cladding or exterior systems applied over DensGlass Sheathing. The suitability and compatibility of any system is the responsibility of the system manufacturer or design authority. Do not laminate masonry surfaces to DensGlass Sheathing; use furring strips or framing. DensGlass Sheathing is not intended for roof applications. For roof applications, consult our DensOeckm Roof Board brochure. DensGlass Sheathing is not intended for interior or exterior the applications. For interior tile applications, consult our DensShield" Tile Backer brochure. DensGlass Sheathing should not be used in lieu of plywood where required. Do not apply DensGlass Sheathing below grade. For all installations, design details such as fasteners, sealants and control joints per system specifications must be properly installed. Openings and penetrations must be properly flashed and sealed. Failure to do so will void the warranty. Do not use DensGlass Sheathing as a base for nailing or mechanical fastening. Fasteners should be flush to the face of the board, not countersunk, Technical Data DensGlass Sheathing is noncombustible as described and tested in accordance with ASTM 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" 115.9 mm) DensGlassl Fireguard' Sheathing is UL and ULC classified Type DGG. DensGlass Sheathing is manufactured to meet ASTM C1177. Flame spread and smoke develop rating of 0/0 when tested in accordance with ASTM E84 or CAN/ULC S102. Handling and Use —CAUTION This product contains fiberglass facings whichmay cause skin irritation. Dust and fibers produced during the handling and installation of the product may cause skin, eye and respiratory tract irritation. Avoid breathing dust and mini- mize contact with skin and eyes. Wear long sleeve shirts, long pants and eye protection. Always maintain adequate ventilation. Use a dust mask or NIOSH/ MSHA approved respirator as appropriate in dusty or poorly ventilated areas. Material Safety Data Sheet (MSDS) is available at www.buildgp.com/safetyinfo or call 1-404-652-5119. Product Data Thicknesses: 1/2"(123 mm); 5/8" (15.9 mm) is Type X (ASTM C1177) Width: 4' (1220 mm) standard, tolerance up to t 1/8" (3.2 mm) Lengths: 8' (2438 mm), 9' (2743 mm) or 10' (3048 mm) standard Edges: Square conlinued_---)- a-`i"®'- Georgia-Pacific J( Technical Service Hotline 1.800.225.6719 or r" Sheathing I / 1// w.gpgypsum.com Physical Width, nominal 4' (1219 mm) ± 1/8" (3 mm) 4' (1219 mm) ± 1/8" (3 mm) Length, standard 81 (2440 mm), 9' (2743 mm), 8' (2440 mm), 9'(2743 mm), 10' (3048 mm), -'- 1/4" (6 mm) 10' (3048 mm), = 1/4" (6 rum) Weight, nominal, lbs./sq. ft. (Kg/m2) 1.9(9) 2.5 (12) Bending radius s 6' (1829 mm) 8' (2438 mm Racking strength6 Ibs /ft (dry) (N/mj Ultimate not design value 540 (7878) 654 (9544) Flexural strength'', arallel, Ibf. (N), 4` weak direction _ z,80(356) Z-.100 (445) T Compressive strength min. 500 psi (3445 kPa) min. 50o psi (3445 kPa) Humidified deflection'•1 2/8" (6 mm) 1/8" (3 mm) Permeance2, Perms (ng/Pa•s•m2) 23 (1300) 17 (970) _ R Value3, ft2•°F•hr/BTU (m2•K/W) 56 (0.099) 67 (0.118) Combustibility' Noncombustible Noncombustible Linear expansion with moisture change in/in %RH (mm/mm %RH)@ 6.25 x 10 a 6.25 x 10" Surface burning characteristics per ASTM E84 or 0/0 CAN/ULC S102: flame spread/smoke developed 0/0 Coefficient of thermal expansion, 8.5 x 10 15.3 x 10)' 15.3 x x x 10 6 15 in/ in/°F (mm/mm/°C) — Tested in accordance with ASTM C473 2 Tested in accordance with ASTM E96 (dry cup method) Tested in accordance with ASTM C518 (heat Flaw meter) 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 U.S.A West 1-800-824-7503 Midwest 1-800-876-4746 South Central: 1-800-231-6060 Southeast 1-800-327-2344 Northeast 1-800-947-4497 CANADA Canada Toll Free:1-800-387-6823 Quebec Toil Free:1-800-361-0486 TECHNICAL INFORMATION U.S.A. and Canada:1-800-225-6119, www.gpgYpsum.com W2014 GeargiaRacif¢ Gypsum LLC. All rights reserved 1/14. GNM L Item M22% 5 Double fasteners on ends as needed 4 Tested in accordance with ASTM E72 As defined and tested in accordance with ASTM E136 or CANNLC S114 As stated by Gypsum Association GA-235 B Tested in accordance with ASTM E226.65 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 Terms of Sale available at www,gpgypsum.COM. UPDATES AND CURRENT INFORMATION The information in this document may change without notice. Visit our,website at www.gpgypsum.com for updates and current information. CAUTION For product fire, safety and use information, go to www.buildgp.com/spfetyinfo 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 other specified fire resistance or protection in an actual fire. In the event of an actual fire, you should immediately take any and all actions necessary for your safety and the safety of others without regard for any fire rating of any product or assembly/system. Page 1 of 1 Florida Building Code Online PIC: q{•7f,1HTif GR ' i i ti.t(V IiX i IBI r'srtess l professtana -, x Florida Rj Product Approval a USER: rubs User x G Product Aooroval Mtnu a P[oa ar Ana(j aUon Search > Application Lis Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Fl# I LM I Manufac urer Refine Search 14634 FL# ALL Product Manufacturer ALL Subcategory ALL Compliance Method Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL ALL Design Pressure E14634-R2 ( Revision I Ply Gem WindowsCategory: Exterior Doors Hi o Subcategory: Sliding Exterior Door Assemblies Validated 8v Spa us Locke Bowden Approved 334)'300-1800 ontact Us :: 2601 61a r tyneRo-d Tallaha '2'94 Phan ' 8 4 487-1824 P Af SSlblli taSg.nt :: R M1 nd tateme_rlt The State of Florida is an AA,lEEO employer. Qadaht 2Q07 ?01 sed in e to a public-nacords Under Florida law, email addresses arere bI the bbfy Phone orby traditional mail. If you havtyoure-nn3il address eanyny questions, please contact 850.4877..13 5. *Pursuant to electronic mail to this entity. Instead, addresses Section455.275(1), Florida Statutes, effective October 1, 2012, licensees on with under Chapter wever F. S. must provide the Department . if o email address i they have one. The emailse rooviid dmay be the used for n of ficil cO emali addressdwhihch Ivan bemade availableatoil he pub cli arepublicdetiermineIfyouaredalicenseeundersupply a personal address, p Chapter 455, F.S., please click hNM. Product Approval Accepts: 99 0 Page I of 2 Florida Building Code Online hi 8CLSHorne Login User Registration Mot Topics 3 Submit Surcharge 'i Stats&Facts Publications Honda VIN;Product Approval Florida rUSER: public User i; jtqD_jjgt > Application Detail FL14634- P2 FL # Revision Application Type 2014 Code Version Approved Application Status Comments Archived Ply Gem Windows Product Manufacturer 433 N. Main St. Address/ Phone/Email Rocky mount, VA 24151 614) 532-3596 luanne. har-ris@PlYgem.cOm Adam Blomberg Authorized signature ablomberg@plygemwindows-com Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Exterior Doors Category Sliding Exterior Door Assemblies Subcategory Evaluation Report from a Florida Registered Architect or a Licensed Compliance Method Florida Professional Engineer 2 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Hermes F. Norero, P.E. the Evaluation Report PE-73778 Florida License National Accreditation & Management Institute Quality Assurance Entity 12/31/2018 Quality Assurance Contract Expiration Date Locke Bowden Validated By Validation Checklist - Hardcopy Received Certificate of Independence yeaur Referenced Standard and Year (of Standard) to jLd"r 1997 AAMA/ NWWDA 101/1-S-2 2002 AsTm E 330 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Florida Building Code Online Page 2 of 2 Date Submitted 04/22/2015 Date Validated 04/30/2015 Date Pending FBC Approval 0 /12/2015 Date Approved 056/ 12/ 23/2015 Date Revised 201 of P FL # Model, Number or Name 14634.1 Builder Series 4780 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25/-50 other: Without sill riser 14634.2 I Builder Series 4780 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 other: With sill riser 14634.3 I Builder Series 4780 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: Non -reinforced. See installation detail for available sizes and configurations. 14634.4 I Builder Series 4780 Limits of Use Approved for use in HVHZ: NO Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: Reinforced. See installation detail for available sizes and configurations. Description Sliding Glass Door (XX) Installation Instructions FL14634 R2 II PGW063 SS 2015-01-02 odf Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Created by Independent Third Party: Yes Evaluation Reports FL14634 R2 AE PERQ54 5S 2015 01-0 df Created by Independent Third Party: Yes Sliding Glass Door (XX) Installation Instructions F 14 '4_ R2 II PGW0635 015 01 02 Rdf Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Created by Independent Third Party: Yes Evaluation Reports FL14634 R2 AE PER3054S 201_92•Df Created by Independent Third Party: Yes Sliding Glass Door Installation Instructions FL 1 aDIIPoNr064 SS 2015 1- 2 odf Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Created by Independent Third Party: Yes Evaluation Reports FL14634 R2 AE PER305S SS 2015 01_ 02.pdf Created by Independent Third Party: Yes Sliding Glass Door Installation Instructions FI la4 R2 ii PGW065 SS 2015-p1-Q2.Ddf Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Created by Independent Third Party: Yes Evaluation Reports FL146' i4 R2 AE PER30 015 01-02 Ddf Created by Independent Third Party• Yes gads Next onYact Us ;: 01 Blair on Rogd Tallaha g.,,FL 32399 Phon • 850-487-18 _ The State of Florida is an AA/EEO employer. CoovriaM 7007-2013 `MU—Qf Florida.:: a tntitry statement :: Rg nfy dtamntsend Instead, contact the office by phone or by traditional mail, if you have any questions, please contact 850.487.1395. *Pursuant to UnderFloridalaw, email addresses are public records. if you do not want your e-mail address released in response to s public -records carsrequest, do not ant electronic mail to this entity. F.S. must provide the Department with an email address if Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. if you do not wish n supply a personal address, please provide the Department with aanniap ail address which c en be made lide h_; ,_, available to the public. To determine If you are a licensee under 455, mom Approval ( Accepts: m® 0 Credit• safe SCtalrlll ifa }tl (: 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 WITHINA TOLERANCE OF t1/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUTCONSIDERATION OF TOLERANCESJ. 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 1116 INCH OR GREATER OCCURS. SHWIS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5, FOR INSTALLATION INTO WOOD FRAMING, USE #12 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH MINIMUM EMBEDMENT, 6, FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE(MASONRY, USE 1/4 INCH ELCO TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 2 1/2 INCH MINIMUM EMBEDMENT. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 8, INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. FOR GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK- 10. tNSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER, 11, INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A, WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C- MASONRY - STRENGTH CONFORMANCE TO A5TM C-90. MINIMUM COMPRESSIVE STRENGTH OF 1500 PSI. PLY GEM WINDOWS BUILDER SERIES 4780 ALUMINUM SLIDING GLASS DOOR (2-PANEL) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE, EXCLUDING HVHZ. AAMA/NWWOA 101/1.5.2 -97 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X AND STEEL STUD FRAMING AS MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3, 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE, BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION, 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS. FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT, S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THtS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. DOOR FRAME MATEMAU ALUMINUM 6063-T6 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. OPERABLE PANEL 0: FIXED PANEL F TABLE OF CONTENTS SHEET DESCRIPTION INSTALLATION h GENERAL NOTESM4. ELEVATION k ANCHOR LAYOUT VERTICAL SECTIO 45 HORIZONTAL SECTIONS h GLAZING DETAIL 4 pay GEMWINDOWS 431 N. MAIN ST-FO BOX 559, ROCKY MOUNT, VA 24151 PR 540-464-6349 FX: 540-464-6681 zooo gg H d 0 a azz p Rio o 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 IZE SILL OPTION DESIGN PRESSURE MISSILE IMPACT RATING X 96" W/O SILL 25/-50 PSF NOT RARATEDF96"X RISER 96" W/ SILL 50/-50 PSF NOT RATEb RISER 0, d j. Q0 a V) bWG#: PGW063 SHEET: 1 OF 4 H ELEVATION 20. MAX. O.C4., TYP 6.00" MAX. FROM LORNERS'FYP. y INSTALLATION ANCHOR 00" MAX. FROM CORNERS TYP. y X" f 20.75" MAX. O.C. TYP. ANCHOR LAYOUT pLyGEti Wf f iL C}t5 433 N. MAIN ST„!0 60X 559, AOM MOUNT, VA 24151 M MA$4-6346 W, 540-464,6663 a 0 O m M kn Z n a V 3 o H u oz W a d wCAW O0 40. na. Z O Lu U) 0, T u o m jw- m Z NZ 3W6 #: PGW063 SHEET: 2 OF 4 1/4' ELCO TAPCON - INSTALLATION ANCHOR CAULK BETWEEN CONCRETE/MASONRY & 1X WOOD BUCK BY OTHERS EXTERIORFINISH BY OTHERS PERIMETER CAULK BY OTHERS y Ix Wool) BUCK BY OTHERS O.A. DOOR HEIGHT SEE GLAZING DETAIL fi t O.A. DOOR SEE GLAZINGHEIGHTDETAIL PERIMETER CAULK BY OTHERS CONCRETE/MASONRY BY OTHERS 1/4" ELCO TAPCON INSTALLATION ANCHOR z i/2" MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS z I/z• MT_N. 1 " EMBEDMENT 1/4" MAX. r SHIM SPACE Ull INTERIOR EXTERIOR VERTICAL SECTION HEAD-CONCRETE/MASONRY INTERIOR EXTERIOR 12 Wool) SCREW INSTALLATION ANCHOR Bd ROOFING NAIL INSTALLATION ANCHOR OPTIONAL) CAULK BETWEEN FIN & 2X WOOD STUD BY OTHERS CAULKBEHIND FLASHING & OVER NAILS BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. DOOR HEIGHT EXTERIOR SEE GLAZING DETAIL PERIMETER CAULK BY OTHERS 2 1/2" MIN. EMBEDMENT t 2 1/z" MIN. EDGE _ I DISTANCE VERTICAL SECTION_ 3 SILL-CONCRETE/MASONRY 3/4' MIN. EDGE DISTANCE 2X WOOD FRAME y BY OTHERS f 1/2" MIN. f, EMBEDMENT A 1/4" MAX. SHIM SPACE 1 f INTERIOR VERTICAL SECTION HEAD - 2X WOOD FRAME FS YA GEM ST. PO BOX 554. MOUNT, VA 24151 9 FX: 540.484-6661 mm nZugI`, KLn ' ,n mdVp¢€Z3TlRm m6Zr mU,lu moo m <M d O A31 o m m 2 2 ztmZhYSZ DWG #: Pr;W063 SHEET: 3 OF 4 11/2° MIN. EMBEDMENT 12 WOOD SCREW INSTALLATION ANCHOR 3/4" MIN. EDGE DISTANCE ZX WOOD FRAME BY OTHERS - Bd ROOFING NAIL INSTALLATION ANCHOR - OPTIONAL) CAULK BETWEEN FIN & 2X - WOOD STUD BY OTHERS EXTERIOR FINISH BY OTHERS• CAULK BEHIND FLASHING & OVER NAILS BY OTHERS PERIMETER CAULK BY OTHERS SEE GLAZING DETAIL 1 1/4" MAX. SHIM SPACE E HORIZONTAL SECTION 4 JAMB -zK WOOD FRAME HORIZONTAL SECTION 4 - INTERLOCK 1/4" MAX. SHIM SPACE 2 1/2" MIN. EMBEDMENT 2 1!2" MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS 1 1/4" ELCO TAPCON INSTALLATION ANCHOR CAULK BETWEEN 1X WOOD BUCK & CONCRETE/MASONRY BY OTHERS r •'. °' •'. EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS SEE GLAZING DETAIL 1 10R O.A. DOOR - WIDTH F HORIZONTAL SECTION 4 JAMB-MASONRY/CONCRETE 5/8° O.A.INSULATEb GLASS EXTERIOR INTERIOR I .75" 6LA55 BITE 1 NOTE: GLAZING DETAIL 1 GLASS THICKNESS AND TYPE SHALL COMPLY WITH ASTM E (— REQUIREMENT GLA55 CHARTS. af- l"rt4 417V'YtS 433 N. MAIN ST., PO BOX 554, ROCKY MOUNT, VA 24151 FR.. 540-464.6345 FX: 540-464-6663 M M n 0 z r dg 1 M hh u Ol w uJ zqq5 4Sm: 3 0 0 u d S x . cy QSao X w _ W 1 Z O z UJ w r a Z: "= vZ DWG #: PGWa63 SHEET: 4 OF 4 Florida Building Code Online Page 1 of 1 f . V% y r+ Ifill yeytp " T „'{{? Cffi . •, i'"a" e . s k ,'Se Y •e. t %' t C y i ; i-1irr..- BUS1t: s Florida Rt" Product Approval Lw, ir ' tU\; USER: Public User Product Aa roovalM,na > Product or Anoliatlon SearSf > Application List Refine Search Search Criteria 9174 Code Version 2014 ALL FL# Product Manufacturer ALL Application Type ALL Category ALL ALL Subcategory Compliance Method ALL Application Status ALL Quality Assurance Entity Contract Expired ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Product Description ALL Approved for use in IIVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure Other ALL earcn tcesutcs - r 1` I,•- Validated By a u FL# jy.M Manufacturer ich PE FL9 74-R 1 Revision Wayne -Dalton, a division of Overhead Door Corporation Kurt 564Dletr - gt, 7 Approved Histar Category: Exterior Doors Subcategory: Sectional Exterior Door Assemblies Commission if necessary_ 601 airone 7b ab4aq4 The State of Florida is an AA/EEO employer, oo right D07 2Qi3 Mate of Florida.:: Edv `aSilt!;Lr1PIIS ° QSclt!{a p utatemcor s e nd statnot se 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 20pho1 a or by censed under Ch pteditional mail. ifyourhaveanyF.S. mustoprovide the Department with lease contact 3an5email address if Section 455. 275(1), Florida statutes, effective October 1, they haveone. The emalls provided may be used for of8dal communication with the licensee. However email addresses are public record. If you do not wish address nbesupplya personal address, please provide the Department with an pear 455, FS which a dick h_ made availableto the public. To determine if you are a Licensee unn der Product Approval Accepts: W®u® Credit• safe securit\' sa i RIC'h Page 1 of 6 Florida Building Code Online ti Stars &Facts Publications FBC Staff ESCIS site Map Links Search BCIS Home Log In 1 User RegistrationH.tTopics i Submit Surcharge Florida Product Approval USER: Public User _ LlA > Application Detail g0jjt_9' _A , A,2gLlgatL9n RM"aAQQMyal Mend FL9174-RII za FL # Revision Application Type 2014 Code Version Approved Application Status set to re-applY per applicants request 4/28/15-rb Comments 0 Archived Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation 3395 Addison Drive Address/Phone/Email Pensacola, FL 32514 850) 475-6197 Mark_Garon@Overheaddoor-com Authorized Signature Greg Taylor gtaylor@Wayne-Dalton.com Greg Taylor Technical Representative 3395 Addison Drive Address/Phone/Email Pensacola, FL 32514 850) 474-9890 gtaylor@wayne-dalton.com Quality Assurance Representative Address/Phone/Email Exterior Doors Category Sectional Exterior Door Assemblies Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 10 Evaluation Report - Handcopy Received Florida Engineer or Architect Name who developed John E. Scates the Evaluation Report PE-51737 Florida License IntertekTesting Services NA, Inc. Quality Assurance Entity Quality Assurance Contract Expiration Date 06/27/2038 Kurt Dietrich PE Validated BY 2 Validation Checklist - Hardcopy Received Certificate of Independence FL917 Ril COI Cert of Ind Scates-1-121f Y-edu Referenced Standard and Year (of Standard) stwidwd DASMA-108 2002 DASMA-115 2005 Equivalence of Product Standards Certified BY Sections from the Code Page 2 of 6 Florida Building Code Online Method I option D Product Approval Method 04/06/2015 Date Submitted 04/28/2015 Date Validated OS/04/2015 Date Pending FBC Approval 06/23/2015 Date Approved 08/11/2017 Date Revised urnmarY of Products FL # Model, Number or Name 1, 0 / 9100 #02280 / 6109 !1174. 1 5120/6100 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: 120 / 6100 / 9100 #02299174.2 15 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant, No Design Pressure: +15.30/-17.00 other; Doors with glazing shall not be used in the wind-borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door, 5120 / 6100 / 9100 #02309174.3 1 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: 5120 / 6100 / 9100 #02319174.4 1 91 Max width. 81-91, Max height, Max section height 21". Glazing available in top or intermediate section. Installation Instructions MIL4 RI JEUK5u em JiLhAft-21-0-21Ip IJL I P. FEj 7Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports ELUZI Pj AE gdf A Zj rq tfLmUi_on farFaj_74R11_AL _FLO-L _Af I Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation instructions P F 4 Rtl II Ft 9174 T I n hart P10,P&f W I n pi6 q,odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports jFjjZ4 RLL-k _A df F I 4R Alvl 'Off Affirmation f __F f _.pd LFL9_ 4 _ 5 _ Created by independent Third Party: Yes g t. Max16' Max=width.8,_q" Max height. :: section height 21". Glazing available in top or intermediate section. tru.tio rn . Installation Instructions F 7 &ajZL RA r n]h PfFL-9 1 ZA —R-L am Su" lgmentP16 5.121R, fir=bEL%IZ4Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FUIZ4 _Rjl_hE_ _AM 5 Rd EL9IZ4 REL9174Ell AE 009174 19 Affirmation for FBC Created by Independent Yes Limits of Use Approved for use in HVHZ- No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure- +30.00/-33.50 other: Doors with glazing shall not be used in the wind-borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 5120 / 6100 / 9100 #02349174.5 1 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: 16' Max width. 8,-,g- Max height, Max section height 21". Solid only no glazing available. Installation instructions FL9 174 _BJIJLIULU922G FL9174 R b5up kl]:IWAM_ f Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by independent Third party: Yes Evaluation Reports Fa24 RUI,TM A 653Pff -1- pff M1 I I I i f rjFD 4f Created by Indepen en Yes 9, Max width.8,_q" Max height. Max section height 21". Glazing r"' late section. favailableintoporintermediatesection. Installation Instructions FU 7R P 0. F1" 7 11 11 Track 5 f Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Florida Building Code Online Page 3 of 6 Evaluation Reports aT Lv gaajQQ Created by independent Third Party: Yes 5=120 6100 9100 #0235 16' Max width. 81 Max height. Max section height 21". Glazing 9174.t) available in top or intermediate section. Installation Instructions Limits of Use NoApprovedforuseinHVHZ. FL2L7_4_91LJI_UaLnND--P5-, P1 Approved for use outside HVHZ: Yes impact Resistant: Yes Verified By: John E. Scates P.E. FLORIDA PE 51737 Other* Created by Independent Third Party: Yes Evaluation Reports Created by I dependent Third Party: Yes 9100 #023=2 18, max width. 81-911 Max height. Max section height 21". Glazing 91774.77[51:20 available in top or intermediate section. installation Instructions Limits of Use Approved for use in HVHZ: No Impact Resistant. No Verified By: John E. Scates P.E. FLOR IDA PE 51737 Design Pressure: +12.40/-13.80 Doors with glazing shall not be used in the Created by Independent Third Party: Yes Other: wind-borne debris region unless protected or unless Evaluation Reports TMA structure is designed as partially enclosed or door is a 2VA_R Created by Independent Third Party: Yes 9100 =#0233 18' Max width. 81-9" Max height. Max section height 21". Glazing 9 177 4. =8 r5120:/ available in top or intermediate section. Installation Instructions Umits of Use Approved for use in HVHZ: No FOU4 nL_1j_Q_U1312KQ_P5-Pq Approved for use outside HVHZ: Yes impact Resistant: No EOIZ4 Verified By: John E. Scates P.E. FLORIDA PE 51737 Design Pressure: +18.50/-20.70 shall not be used in the Created by Independent Third Party: Yes Other: Doors with glazing debris region unless protected or unless Evaluation Reports wind-borne structure is designed as partially enclosed or door is a _FO124 M Created by Independent Third Party: Yes 9174.11 Florida Building Code ontine Page 4 of 6 9' Max width. 10' Max height. Max section height 24". Glazing5120/5140/6100/9100/9400/9600 available in top or intermediate section. 0600 Installation instructions Limits of Use Approved for use in HVHZ. No FU174 R11 I 0KLjAQ2_6PA_.Pd_f11 Track vP2LeD-P-1[jt_Cb r P)dffEjL74S Approved for use outside HVHZ: Yes R_111 _U__Agk FI 7 R I W rign P 6 f Impact Resistant: No d By' John E. Scates P.ETORIDA PE 51737Verified Design Pressure. +26.90/-30,80 with glazing shall not be used in the Created by independent Third Party: Yes Other: Doors wind-borne debris region unless protected or unless Evaluation Reports R11 ALAST A&A-3.NfstructureisdesignedaspartiallyenclosedordoorisaFU174DIIP'F: Fval Rut go_q_5.pdf replacement door. Created by Independent i hird Party; Yes 5120/5140/6100/9100/9400/9600 9' Max width. 10, Max height. Max section height 24' Glazing9174.12 available in top or intermediate section. — 0601 Installation Instructions Limits of Use Approved for use in HVHZ. No F 4 4. odf F 74 Rii 11 TrApprovedforuseoutsideHVHZ: Yes 4 1 W m m 16 sod Impact Resistant: Yes Verified By: John E. Scates P.E. FLORIDA PE 51737DesignPressure. +41.00/-46.30 Created by Independent Third Party: Yes Other: Evaluation Reports EL2lZ4_Rjj_ A _&STM A_6._S3 Pff F 174 Rii_A-F- 4 rF4RAAE _LQ Greated jL_aLL by TnripnpndentT'hird Party: Yes 5120/5140/6100/9100/9400/9600 16, Max width. 10' Max height. Max section height 24". Glazing9174.13 0602 available in top or intermediate section. Installation Instructions Limits of Use Approved for use in HVHZ: No FL 4 R I 06Q2 4 R 11 Track en P f Approved for use outside HVHZ: Yes No L F 4 1 W a u I _nff_Lk df P.E. FLORIDA PE 51737ImpactResistant: Design Pressure: +15.30/-17.00 Verified By: John E. Scates Created by Independent Third Party: YesOther: Doors with glazing shall not be used in the unless protected or unless Evaluation Reports wind-borne debris regionisdesignedas partially enclosed or door Is a E9 Aal _ structure replacement door. 1-Rfff Ft 174 R11 AE F: ngt 7 rg AffirmatU4n for FBC 5 14 Created by Independent Third Party: Yes 16' Max width. 10' Max height, Max section height 24'"'. Glazing 9174.14 5120E/514 0/6100/9100/9400/9600 available in top or intermediate section. 0603 Installation Instructions simitsofUseLimits Approved for use in HVHZ: No jFW 4 Rj 1 P P1 4 r kChartP1F:5 4 r H Yes v u ts HVHZ: Approved for use outside HVHZ: Yesp PFUJZ4R11II _!i_p—dfW Impact Resistant: No r 5f737r,PF SVerifiedBy: John E. Scates P.E. FLORIDA PE 1DesignPressure: +23.00/-25-00 11 not be used in thel Created by Independent Third Party: YesOther: Doors with glazing shal debris region unless protected or unless Evaluation Reports wind-borne structure is designed as partially enclosed or door is a FL9 174 RllAF A T D_df r FL91 replacement door. Fi 1741 AE 74 r9 Affirma ion for FB Created by Independent Third Party: Yes 100/ 9400/96 00 5120/5140/6 100/9100/9400/9600 16' Max width. 8' Max height. Max section height 24" Glazing 9174.15 available in top or intermediate section. 0604installation Instructions Limits of Use jLUZ4 R11 4 U-QU aNEW _-L Approvedfor use in HVHZ-. No Kj 4p Approved foruseoutsideHVHZ: Yes FL9174 Ell 11 Tra;k SUPPI ag_nLC_h_ar_LE1D-Dff Impact Resistant, Yes M D I n F df Design Pressure: + 39.20/-43.70 74 Verified By: John E Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third Party: Yes Evaluation Reports 11 JA R,924B3RL&§0-Pdf f Created by Independent Third Party: Yes 9174.16 5120/5140/61 00/9100/9400/9600 18, Max width. 10' Max height Max section height 24Glazing 0 o 605 availablein top or intermediate section. Installation Instructions Limits of Use FLa,24_KU jLpos_4201 P4,pdf Approved for use inHVHZ: NO Approved for use outside HVHZ. Yes FL9174 Tr ck uoole Impact Resistant: No F 4 Design Pressure: + 15.30/- 17.00 Verified BY: John E Scates P.E. FLORIDA pt 51737 Other: Doors with glazing shall not be used in the Created by independent Third Party: Yes Florida Building Code Online Page 5 of 6 wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a Flr RR-t°00 ri s Ddf replacement door. FI4t'74 Rli AE..FLO t74 r Affrma IQn _ r F6 4 Created by Independent Third Party: Yes 91174.17 5120/5140/6100/9100/9400/9600 IS' Max width. 8' Max height. Max section height 24" Glazing 0606 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 designed as partially enclosed or door is a replacement door. Installation Instructions FI 174 Rj1 II 060 0 LP6 odf FL n„ ,t zson4n P1 Post odf F 91 4 it l Il TT Ia ?oDl mgn_t Chart 1 1? f Ft9174 R11 I WD7 mmb_,_ SuDDlem ntP16 s ndfVerifiedBy: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FLg D„ n - A TM A 653 Ddf Fl_ 174 Rl1 A Fv_al ReAS 2?QQ rt Odf FI 174 Rll AE FI n9174 r Affrmation ftzr F6CSkh 2014s > if Created by Independent Third Party: Yes 9174.1$ 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Solid only - 0609 no glazing available. _ Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 other: 9174.19 5140/6100/9400/9600 #0608 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind-borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.20 15140/9400/9600 #0607 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.90/-28.80 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 FU 74 Rll IT 060 1 O P Ddf c a,:7 att tt 9i9040 P1 Post.iZd_f FI 9174 Rlt II Track Sugm n h3rg P10 Ddf E5 74 R11 II WOJambSuDDlemenCP16 s Ddf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AF A TM6A 53 D 1f FL9t74 Rlt A val Ranr 1DD ri s,DdF E62 774 R11 A F Ogt74 rw Affirmation for FB 5th 201.4s.Ddf 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 EL91 o , rT nF,nR 'Rt 9(134 P4 Ddf FL9t74 Ri I Trg k DDi rn n C artP10—if E 17WD)arnbSt DDlementPl6 s Ddf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by independent Third Party: Yes Evaluation Reports FL9174 Rll AE ASTM A 653 ff FL 4 R11 AE EvaI 1_L 9V at t aF FL09174 r9 Affirm ion for Eff: 20 Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 II 01W13 200a-PJ-pdf Fl 174 Rl1 II Track SupLl lent h_aLK P1..Q.Ddf FI9174 RI1 iI WDJa ipDlementPl6 s fzdf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FI 174 R11 A _A_TM..? 6_.53 odf i 9174 Ril AF EvaI ReD t00 rl s odf FI2 74 Rtt aF FL09174 r4 Affirmakion for FB Sth 2014 p if Created by Independent Third Party: Yes Back FEED Contact Us :: Qi 61a1r [on Road Tallaha R 32344 Phone• 8W-02-U24 The state of Florida is an WEED employer. cooVriaht__ 007- 01[e of Florida.:: Privacy 5tatgment :: Inmty Statement :: grjind `;tatems nt Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mall. If youapt have any questions, please contact m nt with an ` Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email , addressdreess.whichplease n bee made available to the public. To determine if you are a licensee under Chapter Product Approval Accepts: IM REVISIONS iORT GLAZED PANEL OPTION - .090" MINIMUM GLAZING IN MOLDED FRAMES SCREWED TOGETHER 13 GA HORUZ ANGLE A MINIMUM OF (6) Px1" SCREWS INSTALLED IN OR INTERMEDIATE SECTION (VATH OR WITHOUT ORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN SSURES SHOWN 6N THIS DRAWING. GLA23NO 13 GA FLAG ANGLE LL HAVE A MAXIMUM HEIGHT OF 13.76" AND A 7MUM LENGTH OF 16.75". GLAZING IS NOT IMPACT i6 GA MIN HORUZ ISTANT AND DOES NOT MEET THE REQUIREMENTS TRACK LAND -BORNE DEBRIS REGIONS. 5/18x1-5/8" ONG GLAZED PANEL OPTION -NOT AVAILABLE LAG SCREWS MIN 3 AS H THIS OPTION CODE. SHOWN) VINYL OR 'HOOD DOOR STOP HAILED A MAXIMUM 16 GA MIN PERT 6' O.C. MUST OVERLAP TOP AND BOTH ENDS OF TRACK NETS MINIMUM 7/16 TO MEET NEGATIVE ESSURES. 5/16x1-5/8" LA LOCK, SLIDE LOCKS, OR OPERATOR REOUARED. AT EACHKEYIAMB SECTION SHALL BE CONSTRUCTED WITH FOAMED IN AM POLYURETHANE FOAM INSULATION CHEMICALLY 1/4-20x9/16" TRACK NDEO TO 30 CA MINIMUM FACER STEEL AND A BOLT AND 1/4-20 HEX LYLAMINATE OR 32 GA STEEL BACKER, ND CAP NUT AT EACH JB JAMB HAVE A MINIMUM 1.4" DEPTH. BRACKET LC)CATi N THE DESIGN OF THE SUPPORTING STRUCTURAL EMNTS SHALL BE THE RESPONSIBILITY OF THE ROFESSIONAL OF RECORD FOR THE BUILDING OR GRUCTURE AND IN ACCORDANCE WITH CURRENT JILDING CODES FOR THE LOADS LISTED ON THIS 2AWING. DOOR JAMB TO BE MINIMUM 2x6 STRUCTURAL BADE LUMBER, REFER TO JAMB CONNECTION UPPLEMNT FOR ATTACHMENT TO SUPPORTING 15 GA STIFFENED' JAMB BRACKETS TRUCTURE. SEE SCIELDUL£ FOR LOUVER OPTION - .040" MINIMUM LOUVERS IN QUANITY, LOCATION. AND TYPE IOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM IF (6) [Bxt" SCREWS INSTALLED IN THE BOTTOMSISTANT THE REQUIREMENTSNTSOTCFOR£WIND-BORNE KEY LOCK OR SLIDE lCClk- OCNOT MET EBRIS REGIONS. LOUVERED SECTION REQUIRES XPERATOR STILE TO 8£ FACTORY INSTALLED AT THE BOTH ENDS NOT REQUIRED WITH OPERATOR NOTE fNTERLIN£ OF T}RE DOOR. OCK SHOWCLARITY 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 GLAZING OPTIONS. SUPERIMPOSED DESIGN PRESSURE 1 m- 1 HDOOREIGHT I UNIFORM LOAD EACH JAMB (PUF) 4OHN E. SCATES, PE 3121 FAIRGATE DR, CARROLLTON, TX 75007 FL PE 51737 TX PE 56308/F2ZO3 RIFON OF WINDLOAD CONSTRUC-OON DETARS VERIFICATIONPROIADED ONLY S . SE£ U-BAR NOTE UN 5HtLI 2 FOR U-BAR INSTALLATION GA END CAP D SHEET DOOR IIESISlANT. SUPPORTING RUCTURE AND ARIFI£ D NUMBER OF STENERS AND CENTER NGES REQUIRED FOR RROWER DOOR WIDTHS. RB 5/10/06 2 mowiED NOT£ 8 TO ATE THAT LOUVERS RE NOT IMPACT RT 6/6/07 ; 3 MODIFED JAMB j1 RACKETSCHEDULEFORAT OPTION. ADDED LHR !, TRACK D£TNL SHEET 2. GRT 4/17/05 4 ADDED TEXAS LICENSEUMBER TOTITLEBLOCK. CHANGED LOUVER NOTE. NCREASED MAX HEIGHT TO 8'-S". ADDED HIGH FT AND ROOF PITCH TRACK NOTE. GRT 4/29/09 NOTE: ( 5) CENTER HINGES PER JOINT REQUIRED ON DOOR WIDTHS GREATER THAN 12'- O% (3) CENTER HINGES PER JOINT REQUIRED ON DOOR WIDTHS LESS THAN OR EQUAL TO 12'-0". FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16' TRACK BOLT AND NUT. FOLLOWINGDIMENSIONDENOTESQUICKINSTALLJAMBBRACKETINSTALLEDINBUTTERFLYSLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK. DOORSWITHHIGHLIFT. R0 PITCH. AND/OR GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANG'f, SEE SUPPLEMENT TRACK CHART FOR PROVED SIZES STATICPRESSURERATINGSD( PSF):+25.90/-28.80 MAX WIDTH: 18 9T# 38.85/-43.20 MAX HEIGHT: 8-99O' 1IED (YES/NO): NO MAX SECTION HEIGHT: 21" I MODELS 5140/9400/9600 3395 ADOSON DRIVE SACOLA. FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 06 07 IP5 UPDATED TITLE BLOCK GRT 5/4/10 N. T.S. SIZE: A DATE NAME 3/ B/06 I GRT E01 4/6/06 MR8 SHEET 1 OF Z DRAWING PART NO. ! REV. 319033 i P5 3 GA ADJUSTABLE TOP PLACE U-BAR DYER INTEGRAL RIB 13 F ADJUSTABLE IXTURE ATTACHED TO WTH THE (8) PRE -PUNCHED TOP FIXTURE BOTTOM OF UBAR / 1\ AND ATTACH THRU END CAP ATHOLESEACHENDFACING / MTN (2) 1/4-14x5f8" EACH END WITH (2) SELF DRILLING { iMP11TE- 1S40/8 OR I RIMPT1lE SCREWS FOR STANDARD TRACK AND (3) .. 1/4-14x7/8' SELF DRILLING CMMPT11E SCREWS FOR LOW °• HEADROOM TRACK (2 OF WHICH ARE USED TO ATTACHED THE TOP BRACKET AS SHOWN). QA }-{ ADROOM TRACK DETAIL A 13 GA ROLLER SLIDE ATTACHED TO PRE -PUNCHED HOLES IN TOP OF U-BAR PLACE U-BAR OVER INTEGRAL R48 WITH UWITHSE YIE NG HOLE IN"SLIDE TO ENSURE. FA NG)UPWARD AND ATTACH TNR{U END PROPER ALIGNMENT OF ROLLERS CAP SELF AT EACH END WIN DRILLING CRIMPTITE SSCREWS 14x7f8" EKiPT1ON: U-BAR PLACED OVER TOPATT5H. 15 GA HINGE ATTACH. / RIB ON THE 80TTOM SECTION SHALL ONLY WITH {4) 1EWTH( ITE BE ATTACHED THRU END CAP AT EACH CRIMP SCREWS (2 OF END WITH (1) 1/4-14x7/8" SELF DRILLING ARE FACTORYWHICHCRLMPTITE SCREW LOCATED ON THE ATTACHED) BOTTOM FLANGE OF THE U-BAR HOTE;. DUE TO CLEARANCES REQUIRED 70 INSTALL SCREWS AT THE ENDS OF THE 2" NYLON STORMGARD U-BARS, ALL U-BARS SHALL BE ROLLER .WITH INSTALIJ:D ON SECTIONS PRIOR TO 4-1 2" STEM INSTALLING RGLLER SLIDES AND TOPDALBFlXTUREONTHEU-BARS. SEE ATTACHMENT NOTES ON THIS SHEET. 18 GA HINGE ATTACHED PLACE U-BAR OVER INTEGRAL RIB AND ATTACH WITH (6) 1/4-204/8" WITH (2)) 1/4-20x5/8" THRUCRIMPTITESCREWS (2 OF WHICH ARE FACTORY CRIMPTIfE SCREWS PE -PUNCHED HOLES AT ATTACHED, 3 OF WHICH EACH INTERMEDIATE HINGE ARE FIELD INSTALLED INTO LOCATION (i THRU FLANGE 70P LEAF, AND 1 OF OF U-BAR AND BOTTOM WHICH IS FIELD INSTALLED HINGE LEAF AND 1 THRU THRU PRE -PUNCHED HOLE WEB OF U-BAR AND IN U-BAR) INTEGRAL RIB OF SECTION) 12 GA BOTTOM BRACKET FACTORY ATTACHED WITH / o PLACE U-8AR OVER INTEGRAL RIB WITH 3) 1/4-14x5/8" NOTCH DOWN TO CLEAR BOTTOM CRIMPTITE SCREWS BRACKET AND A77ACH THRU END CAP AT EACH END WITH (1) 1/4-140/8" SELF DRILLING CRIMPTITE SCREW AS SHOWN AND USE (1) 1/4-14x7/8' SELF DRILLING CRIMPTITE SCREW ACROSS THE BOTTOM OF THE BOTTOM U-BAR AT EACH PRE -PUNCHED HOLE AT EVERY DETAIL D HINGE LOCATION. USE (1) 1/4-204/8" CRIMPTITE SCREW AT ALL OTHER PE -PUNCHED HOLE LOCATIONS Wagnc' t31Dfton SCA1E5, 3121 21FAIRGATE DR.R. CARROLLTON, 1TX75007 DIYl5I0N OF OVERHEAD ODOR C FL PE 51737 TX PE 56J08/F2203 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 PROFEssioNAL ENGINEER' S SEAL PROVIDED ONLY FOR 850 474-9890 VF.RFIDATION OF WINCLOAD CONSTRUCTION DETAILS. VISIONS SUPERIMPOSED I RESSURE LOADS ORTINGE AND r NUMBEROFS AND CENTER EQUIRED FORR DOOR WIOTk;S.0/06 I{I 2MODIFIEDNOTE8TOTATETHAT LOUVERS ARE NOT IMPACT ESISTANT. T 6/ 6/07 3 MODIFED JAMB RACKET SCHEDULE FOR AT OPTION. ADDED LHR 5) SECTION DOORS TRACK DE7AiL SHEET 2. WITH (8) 3", 18 GA, FIT 4/17/08 80 KSI { J-BARS LOCATED OVER 4 ADDED TEXAS LICENSE INTEGRAL RIBS AS UMBER TO TITLE BLOCK SHOWN CHANGED LOUVER NOTE. NCREASED MAX HEIGHT 4) SECTION DOORS TO 8'-S". ADDED HIGH FT AND ROOF PITCH NTH (5) 3", 18 GA, TP ACK NOTE - 80 KS! U-BARS LOCATED OVER GRT4/29 0 INTEGRAL RIBS AS PS UPDATED TITLE BLOCK SHOWN GRT 5/ 4/10 it -BAR ATTACHMENT NOTES 1, ALL U- BARS SHALL BE PLACED OVER INTEGRAL RIBS AND ATTACHED THIRD PRE -PUNCHED HOLES INTERMEDIATE HINGE LOCH ON, (2)) 1/SCREWS 14x7/8" SELFDRILLING CT84PTITE SCREWS AT EACH END CAP EXCEPT BOTH U- BARS ON BOTTOM SECTION - SEE DETAIL B AND D THIS SHEET), (2) 1/4-14x5/8' CRIMPTITE SCREWS APPROXIMATELY MIDWAY BETWEEN END OF DOOR AND INTERMEDIATE HINGE LOCATION, . AND (1) 1/ 4-14x5/8' CRIMPTITE SCREW APPROXIMATELY 8' FROM EACH END. FOR DOOR WIDTHS GREATER THAN 12'-0', THERE SHALL BE A TOTAL OF (20) SCREWS ATTACHING EACH U-8AR EXCEPT BOTH U- BARS ON BOTTOM SEC710N SHALL HAYS A TOTAL OF (18) SCREWS EACH. FOR DOOR WIDTHS LESS THAN OR EQUAL TO 12'-0', THERE SHALL BE A TOTAL OF (16) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (14) SCREWS EACH. 2. WITH THE EXCEPTION OF THE (8) PRE -PUNCHED HOLES IN THE TOP OF EACH END USED FOR ATTACHMENT OF THE ROLLER SLIDES AND THE (6) PE -PUNCHED HOLESINTHEBOTTOMOFEACHENDUSEDFORTHE ATTACHMENT OF THE TOP.FiXTURE AND UNLESS NOTED OTHERWISE ON THIS SPECIFICATION DRAWING. ALL PRE -PUNCHED HOLES IN ALL 1BAR / BE ATTACHEDTO THE DOOR 8" CRiMPTiTE SCREWS, WITH/4- 3. 18 CA U-BARS SHALL BE STAMPED "46" APPROXIMATELY 8' FROM EACH END, STATIC PRESSURE RATiNGS APPROVED SIZES SCALE: N. T.S. ISIZE: A DESIGN (PSF): +25. 90/-2E MAX WIDTH: i6I-0' DATE NAME TEST (PSF): +38. 85/-43.20 MAX HEIGHT: 8'-9" DRAWN 3/8/D6r OR IMPACT/CYCLIC RATED ( YES/NO): NO MAX SECTION HEIGHI:21" CHECKED a/6/06 1 MRB MODELS 5140/9400/ 9600 SHEET 2 of 2 DRAMNG PART N0. I REV, WINDLOAD SPECIFICATION OPTION CODE 0607 319033 P5 14. MAX MAX CLIPS To BE EITHER RIVETED, BOLTED, OR WELDED. SEE DET#LE THIS PAGE. PLATE LOCATION CLIP DETAIL CLIP LOCATIONS SEE SCHEDULE lJ CA MIN CONTNHOL WALL ANGI 11GAMIN CLIP SEE SCHEDULE 13 CA MIN CONTINUOUS WALL ANGLE 4^ X 7/16 5BM! TUBULAR R!\0TS---_ 11CAMIN CLIP SEE SCHEDULE— lJ GA WIN CONTINUOUS WALL ANGLE 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4^-20 NUT TYPICAL C BOLTING DEI&L 1)1/4"-20 TRACK OR CARRIAGE BOLT NTH 1/4''-20 NUT TYPICAL CL SIVETING DETAIL 11CAMIN CLIP SE[ SCHEDULE 20 TRACK OR CARRIAGE BOLT WITH 1/4^-20 NUT TRACK TYPICAL CLI WELDING DETAIL DESIGN PRESSURE CHAR MAX DOOR WIDTH MAX PSF WOPS16V —40" 4 F //— 5 2, S F 0 PS JOHN E. SCATES, PE TRACK SUPPLEMENT CHART REVISIONS INCH JED 8/ 11/03 JPDATED FORM AT EASED AU_D.A ILE SURES TO DOOR VADTHS. LE" To "CONTINUOUS L ANGLE*. ADDED AJL, CHANGED TO N HD ANCHORS 4/ 2/07 CHANGED FORMAT CUP UPDATED MODELS TED IN CHARTS. DATED SPLICE & CLIP 9/ 06/07 UPDATE MOUNTING TAIL DRAWNGS, UPDATED CHARTS 70 IMINAIE THE USE OF IE # 8 CUP (REPLACED TH fig ACROSS THE DATE NAME on SHEET 1 OF 2 tDRAWINPARTNOIREV. 3395 ADDISON DRIVE EDGE DIST 5/O^ AG SCREW OR lQu|vALEwT INTO MIN ^ THICK STEEL FOR MOUl' WALL ANGLE— mVz it TRACK CLIP--` 3ETTER AT EACH 4 iOLE OR -PAIR OF TRACK BOLT AND iOLE LOCATIONS- tl./ 1/4-20 HEX NUT J\-,, 2 3/4" OPTIONAL WALL ANGLE MAY BE MIN EDGE DIST, ATTACHED 70 SUPPORTING STEEL CONCE TE MOUNTING DETAIL CA 7 rL pROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDINI NT NH 3/D p 2-3|N EMBED INTO M|N2DOO P3! CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1/4-20,e/15^ TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP D CLIP #'S FROM BOTTOM TO TOP PL ff I:MIE 16 8*7 1 6 wagn DAlton TRACK SUPPLEMENT CHART (850) 474-9890 REVISIONS i ANGLE 1Z FOOT JED EASED ALLOWA 3SURES TO HGED -TEXAS WALL LE" TO "CONTINUOUS L ANGLE". ADDED STRATE MOUNTING AJL CHANGED TO D ANCHORS 4/2/07 CHANGED FORMAT. TRACK CUP UPDATED MODELS TFO IN CHARTS. DATED SPLICE & CLIP UPDATE MOUNTING 1 UPDATED CHARTS -10 JMINATE THE USE OF 4E #5 CUP (REPLACED I ADDED MODEL 8700. lA7ED TITLE BLOCK SHEET 2 OF 2 DRAWING PART NO, I REV. A Division of Overhead Door Corporation Jamb Connection Supplement This document provides a series of connection schedules and basic detailing concepts for theconnectionofgaragedoorjambstobuildingframeswiththeuseofvariousfasteners. DASMA Technical Data Sheet _TDS-1 61 may be used as an alternate to this document. Rev. P16 P/N 324620 SCHEDULEI 5/16" DIAMETER LAG SCREWS 1. BASED ON 5/16" DIAMETER LAG SCREWS WITH 1-1/2" O.D. WASHERS WITH A 1-9/32" THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. 2. PROVIDE QUANTITY OF LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN INTABLEWITHAMINIMUMOFTHREE (3) LAG SCREWS PER JAMB. LAG SCREWS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH =16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 4, CHART IS BASED ON 6'-6° MINIMUM AND 24'-0' MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x4 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTUREIFMOUNTINGOVERDRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. RESP 6 ANDIGN OF THE SUPPORT STRUCTURE SHALL SHALL BE DESIGNED FOR THE JAMB LOADBLISTED IN ABETHESOLE OVE TOABLE AS AOLCULATEDTHE PER NOTEING I3.NER 7, MINIMUM EDGE DISTANCE SHALL BE 10, MINIMUM FASTENER SPACING SHALL BE 1-1/2", AND ALL HOLES SHALL BE PRE -DRILLED TO PREVENT SPLrMNG. 8. LAG SCREWS SHALL CONFORM TO ANSI / ASME STANDARD B18.2A 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 PI FL PE 51737 TX PE 56308/F2203 SCHEDULE2 NAILS16dCOMMONWIRENAILSAND16dTHREADEDHARDENED -STEEL f'. Sc4j No. 0737 cr = STATE Of 141 ZZ 1161111 J\ 1. BASED ON 16d COMMON WIRE NAILS (0,162'x3-1/2") OR 16d THREADED HARDENED -STEEL NAILS (014b"X6- IWITHAMINIMUMPENETRATIONOF2' 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 BOTTOMOFJAMBSHALLBEPLACEDAMAXIMUMOF6" FROM THE END OF THE JAMB, 1 LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DI I VIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16fU2 = 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. LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION - IF MOUNTING OVER DRYWALL, INCREASE FASTENER OF THE BUILDING DESIGNER6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITYANDSHALLBEDESIGNEDFORTHEJAMBLOADLISTEDINABOVETABLEASCALCULATED 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. Date: 2015.02.20 09:56:58 -06'00' Appro John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Revision P1 6 FLPES1737 TX PE S6308/F2203 SCHEDULE3 3/8" 0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL. WEIGHT CONCRETE MAXIMUM SPACING OF ANCHOR BOLTS LOAD PER 2000 PSI 2500 PSI 3000 PSI JAMB LTIfLNorGs CONCRETE CONCRETE CONCRETE 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 1$0 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 24 340 24 24 24 360 23 24 24 380 22 24 24 400 20 24 24 420 19 24 24 440 19 23 24 460 18 22 24 480 17 21 24 500 16 20 24 520 16 20 24 540 15 19 23 560 1418 22 580 14 18 21 600 13 17 20 620 13 16 20 640 13 16 19 660 12 15 19 680 12 15 18 700 11 14 17 720 11 14 17 740 11 14 16 760 11 13 16 780 10 13 16 800 10 13 15 SC,r// Na. 51737 ter p • STATE OF J fu iQ SSC OR Q Gt 1. BASED ON 3/8"0 A307 HEADED OR HOOKED (1.69' MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 2" O.R. WASHERWITHAMINIMUMEMBEDMENTDEPTHOF3" AND A MINIMUM EDGE DISTANCE OF 3". 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN INTABLEWITHAMINIMUMOFTHREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16f1/2 = 240lb/ft 4. CHART IS BASED ON 6-6" MINIMUM AND 24--0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6 DESIGN ALL BE DESIGNERT STRUCTURE SHALL BE THE SOLE D FOR THE JAMB LOAD LISTED IN ABOVE TONSIBILITYABLE AS CALCULATED F THE ILDING PER NOTE 3 DESIGNER AND Digitally signed by John E. Scates, P.E. A—mvarl Date: 2015.02.20 09:57:27 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308IF2203 Revision P16 SCHEDIULE4 3/8"0 SIMPSON TITEN HD SCREW ANCHORS 01,111111IN/ No. 511737 Ar STATE Orr 4f Z:Z w;z- 1, BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4"O.D- WASHER INTO NORMAL WEIGHT UNCHALAU-) CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4"AND A MINIMUM EDGE DISTANCE OF 2-3/4'. 2, BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4"O.D. WASHER INTO GROUT FILLED CMU WITH AMINIMUMEMBEDMENTDEPTHOF2-3/4', A MINIMUM EDGE DISTANCE OF 4", AND A MINIMUM END DISTANCE OF 4". CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3, PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN INTABLEWITHAMINIMUMOFTHREE (3) SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 4, LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH =16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 5. CHART IS BASED ON 6'-6- MINIMUM AND 24!-0' MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2X6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE, IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION, 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING 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' Approve John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Revision P1 6 FL PE 51737 TX PE 56308/F2203 SCHEDULE5 3/8" 0 HILTI KWIK BOLT 3 EXPANSION ANCHOR MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB! NOTE 2500 PSI CONCRETE NOTE I 4000 PSI CONCRETE NOTE ' 2000 PSI GROUT FILLED CMU 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 340 24 24 24 24 16 16 360 24 24 16 380 24 24 16 400 24 24 16 420 24 24 16 440 24 24 16 460 24 24 16 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 24 24 8 580 24 24 8 600 23 23 8 620 22 22 8 640 22 22 8 660 21 21 8 680 20 20 8 700 20 20 8 720 19 19 8 740 19 19 8 760 18 18 8 780 18 18 8 800 17 17 8 Na. 51737Ar a =. STATE QF : R w sloNaa 11I ti0 1. BASED ON 3/8"0 HILTI KWIK BOLT 3 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 3/8"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 OF ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN INTABLEWITHAMINIMUMOFTHREE (3) ANCHORS PER JAMB. ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 161`1/2 = 240lb/ft 5, CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 6, DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0A2) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE 7. ID SIIGN OF OVER DRYWALL- INCREASE FASTENER LENGTH TO SUPPORTSRUC URE SHALL BE THE SOLE RE3 ONSIBILITY OF THE BACHIEVEMINIMUMOUILDINGDESUIREDGNEION. R AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4, 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by Jahn 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 Pi FL PE 51737 TX PE 56308IF2203 wagwW BWton 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 850) 474 9890 xx e,. sc.4T p gENaF•,3' 1737Na.5 •• , STATE OF :' OR ssroN' `a Digitally signed by John E Scates, P.E Date: 2015.0220 04:5653 -06'00' J} P PAIRGR C RRQLTDN, Tz nwr R Et sTST Tx 1K swsaR 2s N wN DiD cDrNn L11 IHDD AB.s B` M. DOOR wwTM LOCK 2-3/4` 42) 3/B` S MPSq TTE1 HD SCREW ANCHOR YATN A t 1/4` WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2^3/4` /UNO A MINIAUM EDGEDISTANCEOFAMINIM. GMAp C LOF?'AFD SEE DETAILS i, 2. AND 3 REQUIRED fDR VERTCAL POST a...CIN G SYSTEMS. WNIMUM 2x8 I(.S Q HEADER LOCK SOUTHERN PINE BRACKET LUMBER 4` 4` 4' 4) 3/8' SMPSDN TTEND SCRHEW AA MIINIIMMUM TME'MBAEDM ,,u OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 4'. D00 AZT FI.1 FD C64L LM DESIGNCAApPAACITTKOF240DUBSIAAD MINIMUM 2x8 y3 j'¢ HEADER LOCK SOUTHERN PIKE / BRACKET 1-1/2`J 141/2/^ 3/8' DIA UG SGS WTTT i-1 4' 0.6. WASHERS, SHALL AA MINIM M PENETRATION OF 1- 9/3Y INTO THE MAIN SUPPORT MEMBR CnpA DRAWN — DRAWING PART NO. R- JAMB CONNECTION SUPPLEMENT 324620 P16 agne Dalton 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 4719890 THE oW 4 cNSF o iP `fi` Na. 51737 p ,! STATE OF : sty pQ.r'.FtORSpP0 2\ Digitally signed by John E. Scates, P.E Date: 2015.02.20 095926-06-00- ZE SCATR PE 31DFAMfcAIEOILfARRQLLTIM ,: TwtB M1 PE AT31 1X PE S6.'430(Ri33 YEP91GiroR MIk9AD CAIISTB1CiW! pE'fA0.SMIN 2 s 4 S1F (C-0.42) OR BETTER WALL STNO R01E' MAX ALLOWARIL FASTENER 40M MA E%CEID 7ME M510N LAAO ' THE SiRUCillfiE, DESW! OF AIPPORTMG STRUCRME SHALL BE EDGE DIST. OF RECORD FOIL iNE STIYlIC7URE P—" EXTERIDK 94EATHklC4 .. d . HOLD BACK INTERIOR 3/ 8' sNPSM 'RTEN KO. 6 S/ 16' UG SCREW NSTH 2^ 3/4' MIN EMBED. MIN I-9/]2' EMe®W CENTER QF 6' 9ETWE1]1 JAMB 1/4 OR BRACKET LQCA710N JAMB * LOCATIQN JAMB BRACKET JAMB BRAGiQ'T i/4-20R9/16' 1/ 4-20r.9/16' TRACK BDI.T AND TRACK BOLT ANO 1/h20 NEX NU 1/ 4-20 NIX X TRACK --- TRACK MOUNTING pETA9_ 4 JAMB CONNECTION SUPPLEMENT DRAWING PART NO. I REV. 324620 IP16 Page of 1 Florida Building Code Online Fads Publications FBC Staff BCSS Site Map !.inks Search i aCtS Ho mef Log rn j User Regisbat9on ( Hot Topics ; Submit Surcharge Scats & . F Florida ' I product Approval USER Public User M ae n c rch > Application ListProductAnur4vaiMenuyproduorAooltcaoga___ Holm Search Criteria Code Version 2014 Application Type ALL Category ALL ALL ApplicationStatusALL Quality Assurance Entity Product Model, Number or Name ALL Approved for use in HVHZ ALL ImpactResistantother ALL FL# Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description Approved for use outside HVHZ Design Pressure Fk# JNR = - F qp0-R2 Revision Thermo TruECCorporatioors on Category Hiory Subcategory: Swinging Exterior Door Assemblies T R fin arc lh 15000 ALL ALL ALL ALL ALL ALL ALL Taa,> ig_ d_Bv Rya ingr p,E• gpproved 813) 767-6555 necessary. M10 a . 0 .. .. ms,..-.a••-----_... ! dY.SS LL'(SlEQi :: Rark'£o Z_.._.—:. ,. employ"- Ther,...,.s..:.... i_4--ins- G-of Florida` :: prPvacv Stal lcbk :: 9.4`+i• State of Florida is an AP/EEOresponseed in to a public -records request, do not send Instead, intact the office by phone or by traditional mail. V You have any questions, Please .ntad: a50.4with a 5. ` Pursuant to Under Florida law, small addresses are Public recants. If you doh ems !ceased underour e- man aChapterddress 45 F F.S. musk provide the public record. ff you do all was iP artmentection 4k mail to this entity. eRective October"2Q12, section 455on. The Florida Statutes, be used for offidal communication with the licensee. However amat addresses are p they have one. Tha smalls provided may suRRh` a Personal address, please provldethe DP with apter1455, addressSWPiease cAidE bemar 'adeavailable to the public. To determine if You are a licensee under Product Approval Accepts:O s tir . C(: UCLtVN11- rILICS Page I of 3 Florida Building Code Online razm= I M, Publications FBC Staff BM Site Map Links SearchOEMOIjuser.Regj,"Itlon • -1 Hot Topics Submit Surcharge stats &FactsBosHomeILogIn Fbn*da /9 114ZZNon, Product Approval 7 USER: Public User FL-is000-RZ FL# Revision Application Type 2014 Code Version Approved Application status Comments 0 Archived Therma-Tru Corporation Product Manufacture' 118 industrial Drive Address/Phone/Ernall Edgerton, OH 43517 419) 298-1740 rickwipi-wbIdgconsultants-com Vivian Wright Authorized Signature rlckw@rwbldgconsultantS-cOm Technical Representative Add ress/Phone/Em all Quality Assurance Representative Address/Phone/Emall Exterior Doors Category Swinging Exterior Door Assemblies Subcategory Evaluation Report from a Florida Registered Architect or a Licensed Compliance method Florida Professional Engineer 0 Evaluation Report - Hardcopy Received I Architect Name who developed Lyndon F. Schmidt, P.E- Florida Engineer or the Evaluation Report PE-43409 Florida License National Accreditation and Management institute Quality Assurance Entity Expiration DateContract 12/31/2018 Quality Assurance Ryan J. King, P.E. Validated By Validation Checklist - HardcoPY Received R f Certificate of Independence Y§U Referenced Standard and Year (of Standard) Aada-& 2005 AAMAIWDMA/CSAI0VI..S.2/A440 1996 ASTM D1929 1999 ASTM D2B43 2003 ASTM D635 1998 ASTM E1300 2000 ASTM E84 1995 ASTM G26 1994 TAS 202 Equivalence of Product standards Florida Licensed Professional Engineer or Architect Certified By F I torida Building, Code Online Sections from the Code Product Approval Method Method I option D 05/29/2015 Page 2 of 3 Date Submitted ()6128/2015 Date Validated 07/05/2015 Date Pending FBC Approval 08/19/2015 Date Approved Sum mar of Products Model, Number or Name D cription FL # esc je Fiberglass Door with & without Fiber -Classic" ®r -srrrooth-St-r- 618 Won-ImPact" Opaq, xxFiber -Classic" or "Smooth -Star" =' im CiX or XO, OXO, Xx, 0 0 15000.1 Sidelite(s) - Outswlng (XI Configurations} Limits of Use YesApprovedforuseInHVHZ: Approved for use outside HVHz-. Yes Impact Resistant: No Design Pressure: NIA Design Pressure Ratings, anyother: See INST 15000-1 foradditionaluselimitations, installation Instructions andpguct.-particulars. (This product approval requires the usehavebeen approval wparticulars. This c' h "' 'insta"abgnof od p art d del f "J rt number doors and sidelites which have beenaanmonths Fiber-Classic" t: Itofnsstainedopaintedwithin6Monthsof installation.) S W, r_Cla "Smooth -Star" srFibe .1 ;. 0 r Sm 115000 2 b. -Fiber Classle or 'Smooth -Star" 5000.2 Installation instructions fFLOjN_a2U_JN_ST 1aQW11-0- VerifiedBy: Lyndon F. Schmidt, P.E. 43409 CreatedbyIndependentThirdParty: Yes Evaluation Reports 5ml-wff ICreated by IndependentThird Party' Yes Limits of Use Approvedforuse In HVHZ: Yes ApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Design Pressure: N/A Ratings, any other: see INST 15000,2 for Design Pressure limitations, installation instructions and. addition2I, use MIS product approval requires the use productparticulars, Id kes which have been Mproducts s, w trav number doors te "h art I t r _ 0 r 6 m I's .1 installation.) Ithstainedorpaintededmonthsor Smooth Star. 15000 . 3 C. Fibe 6' 8 "Non-ImPact" Opaque Fiberglass Door with & Sidelite( s) - Inswing (X, oX or X0, OX0, xx, OXX0without Configuratjo_)_____________ Limits of Use Approvedforuse in HVHZ: Yes ApprovedforuseoutsideHVHZ: Yes Impact Resistant, No Design Pressure,* N/A other- See INST 15000.3 for Design Pressure Ratings, any additionaluselimitations, installation instructions and use product particulars. CThis product approval requires use Of " j, part number doors and sidelites, which have been stainedorpaintedwithin6monthsofinstallation.) 15000. 4----] d. " Fiber -Classic" or "Smooth -Star" Installation Instructions Verified BY: Lyndon F. Schmidtr P.E. 43409 CreatedbyIndependentThirdParty: Yes Evaluation Reports Third byIndependentThIrdParty: Yes 810 ' Non-ImPace opaque Fiberg as Sidelite( s) - Outswing (x, ox or XOs , OXO, xx, 0)Xo out Configurations) Installation Instructions Verified BY*Lyndon F. Schmidt, P.E. 43409 iflCreated by independent Third party: Yes Evaluation Reports 59QUIP-d Created by Independent Third Party: Yes 810 " Non -Impact" opaque Fiberglass Door with & without sidelite( s) - inswing (X, OX or XO, OXO, A OX-XO Configurations) Installation Instructions e f L F Schmidt, P.E. 4 II INSi50aA Pff 3409 LimitsofUseVerifiedeusenHVHZ: Yes 1,rifiead By', Lyndon s1 =ie 6 IiZ. Yes Cr sidApprovedforuseinHVApproved for use outside HVHZ- Yes Created by Independent Third Party' Yes Resistant: Evaluation a NO df ImpactResistant- Evaluation Reports Pr s' any DesignPressure, N/A re PLatings, any IndependentThird arty: Yes r. S, IN 1 000 .4 for e!n Pressure and C, e 5 ' r., Zb Cr eate_d by Jnde Other: SeeINST150004forDesignPressuadditionaluselimitations, installation instructions and product particulars. grils product appof roval requires the use s s which have been ha ideitewhiinumberand sidelites, which have been p part umt _,thin 6 months f lrrstalla on. "Non -Impact" Double Do._ outswin g stained orpaintedStar' 810 - N._jmp.ct`fiQG."r11,,tid 150 = "Fiber - Classic" or S ..th .5 r Inswing XX Configurations) on 00.5 e . in Florida Building Code Online Imits of Use Approved for use in HVHZ: YesApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Design Pressure: N/Aother: See INST 15000.5 for Design Pressure Ratings, any additional use limitations, installation instructions uires the useproductparticulars. (This product approval of ")" part number doors, which have been stained or painted within 6 months of installation.) 150o0.6 f. "Fiber -Classic" or "Smooth -Star" Limits of Use Approved for use in HVHZ: YesApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Design Pressure: N/Aother. See INST 15000.E for Design Pressure Ratings, anyadditionaluselimitations, installation instructions andproductparticulars. (This product approval requires the useof "I' part number doors, which have been stained or painted within 6 months of installation.) Page 3 of 3 Installation Instructions Z 00Q__R ZN`'7 SOOO.S.bdf Verified By: Lyndon F. Schmidt, P-E, 43409CreatedbyIndependentThirdParty: Yes Evaluation ReportsAi 5000DdfF? Z000 P AEACreatedbyIndependent Third Party: Yes 6-8 "Nn-Impae Center orHinged ConfigGlazed ds} FiberglassDoubleDoor - Inswing ( OX Installation Instructions NET 150006.odf Verified By.. Lyndon F. Schmidt, P.E. 43409 Created byindependentThirdParty: Yes Evaluation Reports Fi_1_ 000 R A EVAL l.'a94.0 ,.R Created by IndependentThird Party: Yes 6adc le.a• a 2a it'mpnt ;: n en employer. Qnvdgbt 2007 0 7.State of Florida. : The State ofFloridaisanWEEDrequest,do not send traditional mail. Ifyouhaveanyquestionspleasecontact850.487,1395. -Pursuant to Under Florida law, email addresses are public rocortis. If you do not want your e-mail address released in response to a public -records electronic mall la this entity. Instead• contact the office by phone or by 455, F.S.must provide the Department with an email address if effective October 1, 2012, licensees licensed under chapter public record. if You do not wish to section 455.275( la, Florida Statutes, be used for official communlcation with the Ikensm However email addresses are p they have one. The ess, Please Provided maY Chapter455, F. S., please dirt b9M.• supply a personaladdress, lipase Pro de the Department with an email address which can be made available to the public. To determine if You ac>w a licensee under Product Approval Accepts: a i C9 SCCUYItVIM Pl'lUCti THERMAI U THERMA TRU DOORS n IS INDUeTAIAL DA., EDDERTON, OH 43517 FIBER CLASSIC"/ "SMOOTH STAR" 8'01NSWING w/ & WOUT SIDELITES FIBERGLASS DOOR NON -IMPACT" GENERAL NOTES 1. This product has been evaluated and Is In comptlance with The 51h Edt]bn 12014) Florida Building Code JFBC) structural requirements Including The "Hlgh Velocity Hurricane Zorre" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment To base material shall be beyond wall dressing or stucco. 3. When used In the "HVHZ" This product Is requited To be protected with an Impact resistant covering That compiles with Section 1626 of The FBC. 4, When used In areas outside of the "HVHZ" requiring wild borne debris protection this product Is required to be protected with an Impact resistant covering that compiles w8h Section 1609.1.2 of the FBC. S. For 2x slud framing construction, anchoring of These units shall be the some as ]hat shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. 1hb product does not meet the water Inn grallon requirements for the "HVHZ". Inswing units shag be Installed orgy 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 SHEET# DESCRIPTION 1 Typlcal elevations, design pressures & general notes 2 Door panel details Smooth s1orJ 3 , Door panel defogs JFtber classic 4 Sldegle panel details & glazing details 5 Vertical cross sections 6 Horhontd cross sections 7 1 Horizontal cross sections 8 Buck Anchorf 9 Frame anchoring 10 Frame anchoring 11 Asiro ai details 12 Bill of materials S, Components 0 L MAX. OVERALL FRAME WIDTH A b SINGLE INSWING UNIT X 105.50" MAX. OVERALL FRAME WIDTH SEE DETAIL "A"/ SHEET 6 5l DOUBLE W/SIDFLITES INSWING UNIT OXXO 111.....___... N.50' MAX. OVERALL FRAME WIDTHrD D SEE DETAIL "A"/ 7 SHEET 6 5 J5 DOUBLE INSWING NI7 XX 2 CT^Z tin rrrll j`Ii11 L* O rat uo UM•• a 9 a x y4 o L41 = 0. in o g 9 1 h: m a IL SEE DETAIL SHEET 6 5 5 INN FS _WLSIDELOIXEOS INSWING UNIT SLUR it.Ci v A a I RAf10F1"TSflEEt3f13 sr SINGLE 67.0 67.0 DOUBLE 47.0 47.0 60.0 1 -60.0 SINGLE & DOUBLE wiTH SIDELITES 47 0 47 fl 60.0 60.0 N. IM FL-15000.4 n or EMERIQR 36.00" MAX. DOOR PANEL WIDTH MUM 2 2 1753 I—T03 HORIZONTAL CROSS- SECTION M \, DOOR PANEL Uill n2l 0,336" 4.037" 1545" ifJ D5_LATCH svlE TOP RAIL SMOOTH STAR) 4) TOP —" S..,)T. 'T., ( SMOOTH STAR) c Smooth Star HINGE If SMOOTH STAR) DBOTTOM RAIL 7— SMOOTH STAR) VERTICAL CROSS SECT70N Uu() H PANEL 0 E E. Lc .0 c 0 . Bzre 02tic q gl 2 LFS 7- 15000.4 Z OF 12 36.WmAX DOO, PANEL WIDTH HORIZONTAL CROSS SECTION 2 \- E-/ UUUM PANEL 03 n . 33Y 4..= T E DiMITO —7m— ER CLASSIC) O 1.208", DOOR RANF1 Fiber Classic D-1( TOP E,—RnL—- CLASSIC) r 1.45" DH—INGL U5(FIBELASSI—) ho 'ILMASSIC) D7(' F1-782ERVERTICALCROSS SECTION L)UQR PANEL, z N. T, S, BY. jK BY., I FI; FL-15000, 4 IT -4L oF 12 cis" z SID 7T Emf Smooth Star IIT GLASS 25" STEEL lNT R1DR INTERCEPT SPACER 40 41 SEE NOTE 1 A cc i i SMC WIL FKAME GIAZW2 DETAI 13.9375" MAX. PANEL WIDTH 7.125" MAX. D.L.O. WIDTH D Y 1/2" MIN. GLASS THK. 118„ TEMPERED GLASS AIR SPACE 1/e" TEMPERED GLASS SEE NOTE 1 HORIZONTAL CROSS SECTION z 4 SIDEUTE PANEL oir' 4 I-^-.52b" . lil PLASTIC UP CITE FRAME EXTRUDED PtC 34 PLASTIC UP UTE FRAME 1/T GLASS 1/2" MIN, GLASS THK. 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS S }-.- EXTRUDED SMC 1 I g 1'077° L 1 1 VER71CAL CROSS SECTION T 4 SIDEUTE PANEL T- ° VQM. 1 j I. Spacing for Item #29 & #41 (llte !tome screws) as folio-: From the bottom up on sides; 6,5", with {7) more spaced at 9.875" o.c. there are {2) 8 SIDELITE TOP & BOTTOM RAIL screws both top and bottom of 2.125" In from eachFINGERJOINTEDPONDEROSAPINE, SG=0.43 U FINGER BLANK SIDE STILE corner. f1NGER JOINTED PONDEROSA PINE, SG=0.43 o z d' U N •• ymC b Z p ZEm b g M a ro 9 of p2Q cW cU S! ! l z a F ff z IEo 02 24 12 1 z LE N.T.S. 9 U. U: JK m LFS 3 1MIN6 NO.t 5000.4 a u 4 or 12 n Z m E2 INTERIOR l•4.. ..::. 46 47 ; .: SEE NOTE 2 28 19 z e a • 14 31 30 g .. n v •ram }. ,) 7, 11 R ai o +4 4 + M • i 5)VERTICAL CROSS SECTION d d0 3 i v 13 16 z1cip.^`m fN17i11t >m 1 i 17 6onq 44 4• N •: sa 26 0 0 33 }}., i, 43 34 SEE NOTE 1 17 ON 30 12 Q v QZE81QB IdIESLQ$ 20 to U -EXTERIOR INTERIOR s w SEEp' 47 .. : , NOTE 2 of{11 46 6 r. 40 1 1 VERTICAL CROSS seC77oN r 42 5 Shown w/1x sub —buck 14 19 75 OPTIONAL SURFACE BOLTS ON ACTIVE PANELSEEDESIGNPRESSURE U w o CHART) N 13 4 SEE NOTE 1 n T_43 d '• 1• The sidelfte is direct set into the aItem # 0 8 Jamb with (12) nM 71 x ,2" Pfh, wood screw. at each vertica! Jamb, from the to There are (¢) 31 , 48.5" down66', t at are (2) at the header ' 4° from the outsidecorners Doza WE, j VERTICAL CROSS SECTION r at 2) J13 , 1 of the frame. 8 x 2_ !here are sill, 4" from the screw 02 24 12 i SGu: N.T.S. 9 5un. outside corners, food at the By: JX m Z. OPTIONAL SURFACE BOLTS ON ACTIVE PANELSEEDESIGNPRESSURE clot. B•' LFS 3 cP^Hc No,: a CHART) FL-15000.4 " c sxecr 5_ or 12 n f 3 HORIZONTAL CROSS SECTION 1I4" MIN. MB. ITYP.) 1. Therasldellte 1s direct sat Into the Jambwith (12) item43 a8 x 2" pfh, woodscrew' There are (4) at each verticalJamb, from the top down at 13,5", 31", 48.5" do 66", There ore (2) at the headerat4" from the outside corners of theframe, there are (2) 113 a ill x 2-1 2" pfh, wood screw of the slit, 4" from theoutsidecomers. OPTIONAL SURFACE BOLTSpN ACTIVE PANELSEEDESIGNPRESSURECHART) D HORIZONTAL CROSS SECTION on JX 8n 1 FC FL-15000,4 n 1-1 f4" MIN. EMB, In, eHORIZONTAL CROSS SECTION WaTig 1. The sidelite Is direct set into the Jamb with (12) item #43 a IFS x 2" pfh, wood screw. There are (4) of each vertical Jamb, from the top down at 13.5", 31", 48,5" & 66", There are (2) of the header at4" from the outside corners of the frame, there are2) ' 13 a 0 x 2-112" pfh. wood screw at thesill, 4" from the outside comers, 1-114"MIN 15"MIN, 77 73 U WW CHINKNt z' G 22 a Sri ............ it 05 rrrrrr7TINN' 7 1 11111 X RIOR lNT- RIOR g 70 a Cr o 12 76 2 HORIZONTAL CROSS SECTION 38 a1 7 a z u y mo z u E: 02 24/72 i wa NJS. 9 y. JX m' c en L112! 3 gRW Ne.t FL- 1500rt aET %.. ! 1F r - - 4" 8. 38 MASONRY OPENING TYP. HEAD I & JAMBS Il II 2X BUCK {) IMULLION SHOWN OR REFERENCE I 48" 44" 8" 1 r I ) •--1L I II ASTRAGAL 1-7 u SHOWN FOR REFERENCE li a MULLION I SHOWN FOR I) REFERENCE it UOUB! F DOOR w BUCK A_ NCHORING5 17 • MASONRY, o OPENING CONCRETE ANCHOR NOTES: 2X BUCK-- Concrete onchto mar arjo at the comers maybe adJusted to maintain the m)n. aedgedistancetomortarjo)nis, 2. Concrete anchor locations noted as "MAX. ON CENTER" must be $ adJus- to maintainthemin, edge distance to mortar joints, odd)tlonaJ concrete anchors vmayberequiredtoensurethe • MAX. ON CENTER" dmenstan are not exceeded. 3. Concrete anchor table: AN:........._...... MJN:::4 ERP{Ri::5f:{ldxA139t!E it1N TAPCON* 114" 1-TJ4" 2" 4" ELCO p ULTRACON 7/4" 7-T/A" T" 4„ 6 0MASONRY OPENING 2X BUCK' II 11 II 38 I II II TYP- HEAD )) l l & JAMBS i l II 1) I II MULLION 11 II SHOWN FOR II it REFERENCE J{ II MULLION] j J SHOWN FOR I I d II REFERENCE II ii {{ II li l il lit t e' 38 TYP. HEAD JAMBS ASTRAGAL SHOWN FOR REFERENCE pli fl ii p li N ii If ijil. m 1- wolzowlialwel MAE OP. 2X SINGLE_ DOOR BUCK ANCHORING j u zm w r Q S • o = 2ti 02124112 i M N.T.S. 9 JK a K, ar LFS 3 mwo Noa x FL- 15000.4 n Ef 61 12 H i MASONRY','• OPENING FRAME v 2X BUCK SEE DETAIL VIEW "B"-"e" I B.• A" T i -- r 1 I ! it 1 1 SEE DETAIL "2" i W/2X BUCK INSTAU A71ON W/1X BUCK J9 INSTALLATION 43 TYP. HEAD & T,P JAMBS 0 BUCK SEE DETAIL "1"\ TYP. SILL B" I I-,._ A" DOUEILE DOOR W/ 1D 1T S CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the corners may be adJusted to maintain the min. edge distance to mo tarJoints. 2. Concrete anchor locations noted as "MAX. ON CENTER"must be acgusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: yf:%..-t'/;ry:::p:::.:::':{.^'.y:t::[:'.yT::::y:;'::::::.::•:;':j.':.].A•.:,'::';:::•: 7'.'.'4!i.l.ii!.{}: F Mi'FSiuilli/lL'..•.::.''.'i F....... li.0 j ?":j Y y.j+rpyy-r s Sri'iiX¢5ftifiTf.11T.7.ti.itM,jj j+, '.y yy i1 :iM:}7Air.7: IN.h. SiPE SIM) LSAIN s;<rxY TQ3ADdf41 CEIJI:; liYt TAP CON 6 114" 1-1J4" 2" 4" ITW TAPCON 3J1b" 1-7/4" 3" 1.1Jy^ WOOD SCREW INSTALLATION NOTES: Mania 1. I In o ftnimum S/8 edge distance, 1 end distance, & 1 o.c. spacing of woodscrewstopreventthesplittingofwood. THESE ( 2) ANCHORS REQ' D ONLY WHEN DP > 47 PSF MASONRY OPENING FRAME 2X BUCK SEE DETAIL 4" L Ir F11 Il 1 b i3 W/2X BUCK INSTALLATION J9 W/iX BUCK INSTALLATIDN ti 0 TYP. HEAD & JAMBS 0 BUCK SEE TV. DETAIL 43 S" TIP. SILL 14 UN• t U " 2 O L m q i3 C S Z 1 VIEW " C"_"C" ` C" -•- " q" VIEW 'A,._ A•, SINGLE DOOR W/SIDELi7E 13 49 30 30 W/ 2X BUCK 13 O INSTALLATION 31 31 13 J7 W/ 1X BUCK 48 INSTALLATION 10 DETAIL "3" DETAIL 10 ASTRAGAL & SURFACE BOLT STRIKE PLATES 0 HEAD 10 DETAIL " 55 13 31 31 13 0 30 0 30 DETAIL " 1" DETAIL " 4" SURFACE BOLT STRIKE. PLATE THRESHOLD z z v x: 02 24 12 N. T.S. c. en JK ai n: LFS 3 1WtNC NP.: FL- 15000.4 n TT 9 Or 72 n 4 N MASONRY OPENING FRAME—, 2X BUCKS 3" T f:: A DETAIL DETAIL "3" CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar Joints. 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjolnts, additional concrete anchors may be required to ensure the MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: e:i%fl fx:lr4>#Aflf : iff ::Afk?l . C TYPE f Gt f GbM N± DNRY TpAATACEiJT 1 L1G S . .................dNf bR.._.... 14ONY TAPC® 1/4" 1-1/4" 2" 4" 1l* N TAPCONe 3/16" 1-1/4" 3" 1-1/2" l 1. Molniain a minim 5/8" edge distance, 1"end distance, & I"o.c. spacing.of wood screws to prevent the splitting of wood. U S a=Z=n to 0 711 1111 MASONRY OPENING W// iX BUCK 39 I11XL1 -1101 c z a m o 0 z U •: 9 vc o 5 m m JAMBS — MBc n d FRAME G 1 o° o n: 2X BUCK t1 SEE DETAIL 3 O 14 37P. SILL to SINGLE DOOR W/ IX BUCK 13 INSTALLATIONW12X BUCK INSTALLATION 13 10 DETAIL " 3" DETAIL " 5" W/ iX BUCK 50 INSTALLATION W/ 2X BUCK 13 INSTALLATION DETAIL " 4" 49 30 30 W/ 2X BUCK INSTALLATION 13 0 3i 31 W/ 1X BUCK INSTALLATION 48 " DETAIL " 2" ASTRAGAL & SURFACE BOLT Q STRIKEPLATES0HEADIN 0 n 3t 31 ' o 0 _ o OATL 02124112 30 30 scAm, N.T.S. DWG. By,, JK DETAIL " 1" , : LFS SURFACEBOLTSTRIKEPLATEoNo THRESHOLD06, FL- 15000.4 SHEET 1 D OF t i L U 0.063, --t 1,i SEE NOTE 1 j0 0.126" -- f - 24 ASTRAGAL DEiAlL NOTE: 1. THE ASTRAGAL BOLT HAS A 3" THROW AT THE TOP AND THE 80770M. 2 ib7 f aJ vi z mVotom •: 9 i1 0 Z rR Em zm W 9 Q s maa D a P Si DAM Lu N.T.S. BY. JK LFS aV xa: FL-15000.4 n 1 i ar 12 Rem DESCRp'ROH MDladw FIBER CLASSIC (FC) PANEL SKM 0.11' MIN, THK. FIBERGASS BY FIBERGLASS THERMA-TRU with yield strength Fy(min.)=6,000 psi SMOOTH STAR SS SASH k PANEL SKIN O.U7 MIN. THK. FIBERGLASS FIBERGLASS 1A 8Y MOW-1HU with yteW sinIIIath F min. -6.000 2 FC TOLD RAN. WOOD COMPOSITE J FC LATCH STI.E WOOD COMPOSR£ 4 FC Rpm SHLE PONDEROSA PINE, SG=0.43 Vvv 5 FC BOTTOM RAIL WOOD COMPOSRE 6 POLYURETHANE FOAM 1.9ibs. DENSITY FOAM 7 SHORT REACH COMPRESSION WEATHERSTRIP FOAM 8 LONG REACH COMPRESSION WEATHERSTRIP FOAM 9 4 x 4 HINGE .097' HI(. STEEL TO 10 x 3 4 LG, PFH WOOD SCREW Siffl U45ONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 11 301 OR HOLLOW BLOCK COW10RMING TO ASIM C90 12 10 x 2' I.G. PFH WOW SCREW TEL 13 8 x 2 1 2' LG. Pill WOW SCREW STEEL 14 1 4' x 1-1 4 i1W PFH CONCRETE SCREW STEEL 15 SI£LUE BOTTOM TOOT .090 EXTRUDED I'm I'm 16 2X BUCK SG >- 0.55 wow 17 MAX. 1 4' SHIM MATERLAL WOOD 18 KWTKSET PASSAGE LOG( - SIWTUR£ SERIES 19 SELF AWUSTNJG NNSTYtNG SADDLE THRES}KLD ALUM, 20 HEADER 1'OND£ROSA FINE, SG=0.43 i OOD 21 STRIKE "0 SA SG-0,43 9AXo 22 TNNG£ +IAMB PONDEROSA PIT SG=0.4J 2J KNKSET D£AOBOLT - SHWRfflE SERIES 780 24 HURRICANE ASTRI6AL ALUMIN UMALUMINUM 24A ASTRAGAL FLUSH DOLT TEEL ALUMINU N 248 ASTRAGA FLUSH BOLT RETAINER WOOD WOOD26 IX BM5G >= 0.55 STEEL 27 10 x 1-1 2' LG, PANHM SHEET METAL SCREW 28 INSWING DOOR 60TTOM SWEEP A4N71 29 6-18 x 1-3 4' PHILLN'S FLATNEAO SCREW FOR ITEM 33 STEEL 30 SURFACE BOLT STRIKE PLATE STEEL 31 10 x 2-1 2' PFIILIPS FLAT" WOOD SCREW STEEL 32 1 8 THK. CELLULAR GLAZING TAPE STTK-9 T J3 PLASTIC LIP LITE FRAME PVC PIX J4 PLASTIC LIP UTE FRAME SMC SMC J5 BUNK JAMB PONDEROSA PIN SG-0.43 Wow 36 SIDEUIE SVE STILE PONDEROSA PINE SC-0.43 W00D J7 10 x 1-J 4 LG. PFH WOOD SCREW STEEL 38 1 4 x 2-3 4' PFH ELCO OR 1TW CONCRETE SCREW STEEL 39 1 4 x 3-3 4 ITW PFH CONCRETE SCREW Sim 40 S1UC0NE CAULK DOW 795 SILICONE 41 6-10 x 1 112 PLASCREIN FOR HEM 34 STEEL 42 SIDEIITE Top k BOTTOM RAN. IPUNUERUM PINE SC=0.43 W000 4J 8 x Z I.G. PFH WOOD SCREW STEEL 44 3 8' x J 8" OIk1RTER ROVH0 FINGER JOINTED PINE 45 i' L x .040" ILA. BRAD TRIM NAIL STEU SJFEL 46 KS SURFACE lmLT 454 15 STEEL STEEL 47 1 4-20 SEX 80LT W 14-20 FEMALE END STEEL 48 3 18x 3-1 4 1TW PFH CONCRETE SCREW STEEL 49 A50GAL STRIKE PLATE STEEL 50 1 4' x 3-1 4' iTW PFH CONCRETE SCREW STEEL 54 SS TOP RAk WOOD COMPoSR£ 55 SS ITCH SIX[ wow COMPOSRE 56 SS HWGE STILE PONDEROSA PINE, SG=0.43 INJ 57 SS BOTTOM RAIL WOOD COMPOSITE 46 SURFACE BOLT TINES 25" STEEL) 4.563 1 I 20 21 W000 FRAME 22 35 FINGER JOINTED PONDEROSA PINE, SG=0.43 SJ5OP --^j r A:- n Z$ i m z4': 0co1m111 rr\\\\ z d w v In .. v ra v u Qz E atnn 4$ c D I z cw I aJactIn, 30 SlIgEACE j3O T STRIKE PLATE (125" STEEL) ero w E pp-- G 7a. lI S 28 NS hG DOOR BM SHEEP VINYL .060" MAX. WALL, 035" MIN. WALL 2141' EL 1112 0 scntc N.T. S. INSWING SIDEUTE MSY. LFS 0.09" EXTRUDED VINYL WALL i 2/14/2018 Florida Building Code Online RAOd7 Product Approval brUSER: Public User ELoguq AQREgXW Men_q > Product or Application Search > Application List Search Criteria Refine 5garch 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 FL# W lypg Ma!]Mfa tyEer Validated By. Slalus FLI§ 103-R9 Revision Ply Gem Windows National Accreditation & Management Institute Approved Category: Windows (804) 684-5124 History Subcategory: Single Hung APPFOVeG Dy UDI-K. APPIUVdib uY -rm -aii - icvi,w,, ,,, -y - - --' I'll -11111111—, " --- '. Con US :: 2601_BIgjr atone P Phone: 850-48Z-1824 The State of Florida is an AA/EEO employer. Coqy.Light 2007-2013 State of _Florid A. :: Privacy Accessibility 5tatemnt Under Florida law, email addresses are public records. It you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact $50.487.1395. -Pursuant to Section 45S.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 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: 100-1 ERE Credit Card Safe https:// floridabuiIding. org/pr/pr_app_lst.aspx 1/1 2/14/2018 Florida Building Code Online dFloridbr Product Approval a USER: Public User P4pf94uq Aqatqvt n > Progma or QPLiqat-io--n-Search > Application 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 61. 4) 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/l.S.2/A440 2005 AAMA/ WDMA/CSA 101/l.S.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 I Option A Date Submitted 12/20/2017 littps: llfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvyf4ngAXhlOOOqbVYRG[TqUSzNzJCVvRqQvjVOzheKNA%3d%3d 113 2/14/2018 Florida Building Code Online Date Validated 1212112017 Date Pending FBC Approval Date Approved 12/27/2017 Summary ofProducts FL W-_"er or Name —F&—.1criptio. 16103. 1 1 Ply Gem 1500 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Refer to installation detail for sizes, configurations and ratings. Single Hung, Non -Impact (Alt. Substrates) Certification Agency Certificate FLI§ 10 _R9_(;_Q6C_NI0I1350.01-R3.p_df FLJ§ 19 _R9_C_Q6K;_NI0I1350.02-R3.pjf LU( 6M_R9_C_CAC_NIQI1350.Q4-R3 p f FL161Q _ Rq_C_CAC_NIQIj]50,05-R4:P0 FL1610 _ K9_C_CAC_NI0I1350.06-R3.p4ff FL1610 _ U_C_CAC_ Pd FL16103_ R9_1;_CAC_NI011350.08-R5.pd FL1 103_Ej_g_CAg_NI0I1350.1I-R4.pd FL1610 _ Rq_(;_CAC_NI0Ij350.j6-R3_L,pfFL16103_ R9_C_CAC 1011350.20-R]l.p f FLI10 _ U_g _C6C_N1011350.21-R1p f FL1610 _U_ C_CAL_NI0I1350.22-R4.p41f FL1610 _R9_ C_CAC_NI011350.25-R3.pd FLI§10 _ R9_g_Q6C N1013370,02.p f FL1610 —R9— C CAC f — —ULQ133ZQ FL1610 _139_ C;_CAC 70 _NjQLjj --PLjFL1610 _R9_C_ QAC_NjQJ337_Q_Q,5,P_df FL1610 _Rq_C_ CAC N[013370,06,p f Quality Assurance Contract Expiration Date 04/30/2020 Installation Instructions FLI§ 10 _R9 I PGW181-C.pd Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL1610 _ Rg_AE_ EvalRepoq-PGW I-C p f 1_ L Created byIndependentThird Party: Yes 116103.2 1 Ply Gem 1500 1 Single Hung, Non -Impact (As Tested) I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure; N/A Other: Refer to installation detail for sizes, configurations and ratings. Certification Agency Certificate FL161Q _ B9_C_QAC_ NI0II350.Q1-R3.Qd FL161Q _U_C_CAC_ NI0j1350,02-R3-pd FL1610 _Rq_C_QAC_ Nj011350,04-R3.pdf FL1610 _Rq_C_CAC_ NI011350.Q5-R4.pd FU61Q _R2_C_CAC_ NIQII350.06-R3-Pd FLIG10 _Rq_C_QAC_ NI0I1350.07-R3.pd FL1610 _R9_g_CAC_ NI011350.08-R5.pd FL1610 _Rq_C_CAC_ NI0I1350.II-R4.pd FL1610 _R9 — g_CAg_ NI0Ij350J6-R3.pd FL16103_R9_C — C_&, C_NI0I1350,20-R3.pd FL16103_R9_C — CAC_ NI011350.21-R3.pd FL 1 103_kj_ C_CAC_NI0j1350.22-R4.pd FL16103_U_C_CAC_ NI011350,25-R3.pd FL1610 P q_C_ QAC_NI013370.02.pdf FL1610 _R9_C_CAC_ NIQj3370.Q3.p_df FL1610 _U_C;_Q6L_ ULQ1U_7Q_Q4_P_df FL1610 _,P q_C_ CAC_NI012370.Q5,pAf FL1610 _R9_C;_CAC_ NIQ13370,06,p(ff Quality Assurance Contract Expiration Date 04/30/2020 Installation Instructions FL1610 _U_ U_PGW198 AS TE5TED.pd Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 116103.3 1 Ply Gem 1500 1 Single Hung, Impact (Alt. Substrates) I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Refer to installation detail for sizes, configurations and ratings. Certification Agency Certificate FL1610 _ Rq_Q_Q3L_ NI0I1350.j2-R2.pd FL1610 _Rq_Q__NI0I1350. I4-R2.pd FL1610 _R9 ( N1011350.24- R2,pd Quality Assurance Contract Expiration Date 11/30/2022 Installation Instructions FL1610 _Rq I PgWl83- B.pd Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports https:llfloridabuilding. org/pr/ pr_app_dt(.aspx?param=wGEVXQwtDqv)(f4ngAXhlOOOqbVYRGITqUSzNzJCVvRqQvjVOzheKNA%3d%3d 2/3 PRUWARV Florida Building Code Online FL16103_R9_AE_EvalReport-PGW18_3-_B.pdf Created by Independent Third Party: Yes 16103.4 1 Ply Gem 1500 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Refer to installation detail for sizes, configurations and ratings. Single Hung, Impact (As Tested) Certification Agency Certificate FL1610 _R9_C_CAC_NI 113 0.12-R2 df, FL16103_R9_g_CAC_NI011.350.14-R2.pdf FL16103_R9_C_CAC_f Quality Assurance Contract Expiration Date 11/30/2022 Installation Instructions FL16110 _f39_U_PGW184 AS TESTEL).ppa Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Contact )s :: 26o1 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional 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: 9'9 RE Credit Card Safe https://floridabuiIding,org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh1000gbVYRGlTqUSzNzJCVvRqQviVOzheKNA%3d%3d 3/3 PLY GEM WINDOWS SER/ES 1500 SINGLE HUNG WINDOW NOTES: 1. 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. Z. 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 -BEARING 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. IL 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 & -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 / CONF,G, WIDTH HEIGHT 35- l5A6- 8W50/- 50 PSF TYPE GI / EVEN SASH 40, 72' 50/- 50 PSF 4$• 72' 50/- 50 PSF 52-1/8' b2' 501- 50 PSF 53' 77-1/8' 1 50/- 50 PSF 44' 77-1/8' 401- LO PSF 53• 77-1/8' 401- 40 PSF 35-15/46' 73 15P6' 351- 3$ PSF 35-15/16' 73 15/ 16' 50/- 50 PEP 48-1/I6' 95-15/ 16' 30/- 35 PSF TYPE Gi / ORIEL SASH 48-1/16' 95- 15/16' 1 +25/- 30 PSF LL-1/16' 77-118- 40/- 40 PSF TYPE G2 / EVEN SASH 369/ 16' 74- 1116' 50/- 50 PSF 35-7/16, 73-1/ 2' 351- 35 PEP 35-15/16' 61 15116' 35/- 35 PSF TYPE G3 / EVEN SASH 35- 112' 73- 1/ 2' 30/- 30 PSF LO-I/16' 72' 25/- 35 PSF 43-15/16• 77-1/ 8' 25/- 25 PSF ABLE OF CONTENTS SHEET SHEET DESCRIPTION I INSTALLATION 8 GENERAL NOTES 2 ELEVATIONS IN ANCHOR SCHEDULE 3 VERTICAL SECTIONS 4 HORIZONTAL SECTIONS 5 GLAZING DETAILS TABLE €:INSTALLATION FASTENERS TABLE LUC25 TUFl18i 2017-12-20 03: 31+ 19:00 D SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED. MI STANCEDGEI Di N E FIN INSTALLATION 2X MIN. SPRUCE - PINE - FIR WOOD 8 WOOD SCREW 1-1/2' 7/16' A G=0.42) 16 GAUGE ( 0.0601 STEEL 36 KSI MIN. 10-16 SELF -DRILLING SCREW IFULL, 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 1-112' I-1/8" D HOLLOW OR GROUT -FILLED CMU 3/16' ITW TAPCON 1" 2" 07 PCF MIN.) E 2X MIN. SOUTHERN PINE WOOD 3/16' ITW TAPCON 1-3/8' 7/8' G=0.55) F ZX MIN. SOUTHERN PINE WOOD 10 WOOD SCREW 1-3/8' 7/8" G=0.55) GAUGE (0.060') STEEL 36 KSI MIN. 10-16 SELF-DRkLLiNG SCREW FULL. PLUS 3 2. G OR IIS' ALUM. 6063-T5 MIN. I (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. f., Ply Gem WINDOWS 433 N. ygrN ST.. n30X 5S9. ROCKY `,0-7. 14 zl* PR 540-49 -6348 FX. 540- 484-6683 w Q ' C q, SISI=' O z w zSZ O j z II N 2 { m W zl n W w Cr COOQzzCimfv l i n Qp P E pr u w Y- V Z rn No 58201 ESTATEOF12/ 19/2017 LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. COA # 29779) 1239 JABARA AVE. NORTH PORT, FL 34286 PH. 941- 380-1574 DWG ##. PGW181 SHEET: I OF % UNIT MAX. WIDTH' Ply GemSEESIZECHART, -- WINDOWS SHEET I UNIT MAX. WIDTH aotrcr nou+T. va tc s SEE SIZE CHART, SHEET I g C J 3 PH; S40-'9 -6 fM. SLP-8t-6683b93 4 4 NOTE: MAXIMUM ORIEL UNIT FIXED D.L.O. HEIGHT IS LIMITED TO 50-7/8', Jm W 3 nOw 1 G 4 4 2 4 4 u 0. O n F nur I Z u F 4 3 4 Q= Zu O_ X Q W Z a U Z N 0 Z N Oz(n W nyn yn/1[[ Z p Z 0 1 O O s ¢ sb O wN W N N F- Z A D A D N o f d Z U TYPICAL ELEVATION TYPICAL ELEVATION EVEN SASH ORIEL SASH k k vz N CO4' FROM RNER, TYP. 8- I/2" D. C., TYP. I 4' FROM 6' PROM CORNER, TYP.' 15' D. C., TYP. 6' FROM CORNER, TYP. 15' O. C.TYP., 6' FROM CORNER, TYP. A•"'"""'••TL q . LCEHg Q CORNER, TYP. U.i" " l"•.2 j.•, 11 i : No 58201 L d 12'O.C. 12' O.C.. i EXTRA ANCHORS 9 TYP. TYP. nVn l (MARKED W/ 'X'i 9? STATE or : W: O •. kr: u^ n LnOn EQU! RED FOR ALL F t+"',t ORSi?j=.'* O ' INSTALLATIONANCHOR TYP. INSTALLATION X ANCHOR, TYP. X OVER 0441/)6' S S pjy AL ti+++ II 8- 1/2" 2' EACH 1 2' EACH 1 XZ O. C.. TYP. S;DE OF MTG. OF SIDE OF X 4' FROM ( MTG. RAit-i CENTER, X 111 7 (' 4- PROp1 it EXTRA ANCHOR A i9 017 LUChS A. TURNER, P.E. CENTER, TYP. EXTRA ANCHOR CTYP. W LOC, TO J FL PE # 5820' nX„ ij LOC. NEAREST NEAREST TURNER ENGINEERING do CONSULTING INC. EXTRA ANCHORS CIRCLED CHORSLOCATiONS) y STANDARD LOC., TYP. STANDARD LOC,, TYP, COA # 2977V 1TH, ABARF E. INSTALLATIONANCHOR, TYP. REQUIRED FOR ALL 14288 NORTHPORT, FL „74 W;NDOW WIDTHS 4' O.C. b' FROM INSTALLATION PH, 94i-380-1574 DWG # F: OVER 44-1/16" CORNER, TYP. IANCHOR AT CLIP, TYP. P G W 181 ANCHOR LAYOUT ANCHOR LAYOUT ANCHOR LAYOUT SHEET: 2 OF 5 FL16103.1 FIN INSTALLATION FRAME INSTALLATION CLIP INSTALLATION SUBSTRATE BY OTHERS ..,.' SILICONE CAULK SEE NOTES 14 8 15, SHEET] EXTERIOR MIN. EMBED. SEE TABLE 1, SHEET I INSTALLATION ANCHOR SEE TABLE I, SHEET I MIN. EDGE DIST. SEE TABLE I, SHEET I 4 4' MAX. SHIM SPACE SEE GLAZING DETAILS SHEET 5 INTERIOR g VERTICAL SECTION 3 HEAD BRICKMOULD FRAME - FIN INSTALLATION SEE GLAZING DETAILS SHEET 5-\ EXTERIOR SILICONE CAULK SEE NOTES 14 8 15, SHEET I SUBSTRATE BY OTHERS FL 16103.1 MIN, EDGE DIST, I SEE TABLE 1, SHEET I t" A VERTICAL SECTION SILL BRICXMOULD FRAME - CLIP INSTALLATION MIN. EDGE DIST. INSTALLATION ANCHOR SEE TABLE 3, SHEET I y SEE TABLE I, SHEET I SUBSTRATE BY OTHERS MIN. EMBED. SEE TABLE 1, SHEET I SILICONE CAULK SEE NOTES 14 8 15, SHEET I ] SEE GLAZING DETAILS SHEET 5 1 SEE GLAZING DETAILS SHEET 5 I I VERTICAL SECTION 3 MEETING RAIL TYPICAL j 1 MIN. EMBED. SEE TABLE I, SHEET I INSTALLATION ANCHOR SEE TABLE 1, SHEET I O P!y GemnWINDOWS I 133 N. 1 . ST., PO Box $59. ROCKY MOUNT. VA 24i51 PH. 540-lu-43'5 FX. 5LG-48L-5Sl3 W 1 — 0 0 o N I/4' m J MAX. SHIM SPACE o E z_ z 1 D zo g 1 N a o SEE GLAZING W z n Ii zDETAILSSHEET5z w o EXTERIOR INTERIOR v> z a ' a C) z C VERTICAL SECTION W o 3 HEAD BEVELED FRAME - FRAME INSTALLATION 1 n d i c a j- SEE GLAZING Z n m r z vi r mY C z 1 -DETAILS SHEET 5 i - o P 3n EXTERIOR / INTERIOR IAOREW '11,, I O'5,••lc r,is•.4q0 No 58201 i y'31: STATE OF W OD SHIM SPACE MIN. EDGE DIST. j: TABLE I. SiONA -ti„ SSEESHEET SILICONE CAULK i i`' SEE NOTES 14 8 15, SHEET I . . . 12/19/2017 LUCAS A. TURNER, P,E. FL PE # 58201 SUBSTRATE ..... .. TURNER ENGINEERING & BY OTHERS - INSTALLATION ANCHOR CONSULTING, INC. SEE TABLE I, SHEET i ( COA # 29779) 1239 JABARA AVE. MIN. EMBED NORTH PORT, FL 34288 SEE TABLE 1,SHEET I PH. 941-380-1574 DWG #: p VERTICAL SECTION P G W 181 3 SILL SHEET : BEVELED FRAME - FIN INSTALLATION F MIN. EMBED, MIN. EDGE DIST. SEE TABLE 1, SHEET 1 1/4" MAX. SEE TABLE 1, SHEET I 1/1fAg Ply GemSHIMSPACE SUBSTRATE i! wfNoows y 1J4" MAX. BY OTHERS SHIM SPACE INTERIOR INTERIOR INSTALLATION ANCHOR 43a N. —N S7 , K eox 559. a SEE TABLE 1, SHEET 1 aocxr noon+-, eu5. MIN, EDGE DIST. i — - MIN. EMBED. rn- 540-454-6d49 Fx. 50-464-6W SEE TABLE I, SHEET 1 SEE TABLE 1, SHEET I 111 SEE GLAZING 0 DETAILS SHEET 5 o p Vo SUBSTRATE BY OTHERS J SEE GLAZING p DETAILS SHEET 5 0 INSTALLATION ANCHOR 3 N I SEE TABLE I, SHEET I o 0 0 0 EXTERIOR EXTERIOR SILICONE CAULK SEE NOTES 14 & 15, SHEET I z o wo o HORIZONTAL SECTION F HORIZONTAL SECTION SiUCONE CAUL'/1A JAMB JAMB a o o SEE NOTES 14 & 15, SHEET 1 BRICKMOULD FRAME - FRAME INSTALLATION BRICKMOULD FRAME - FIN INSTALLATION n w z o S Fo x p MIN. EMBED. w Z fla a u SEE TABLE 1, SHEET 1 MIN . EMBED. y 1/4' MAX. 1/4" MAX, SEE TABLE 1, SHEET I Q— Z E V ZSHIMSPACESHIMSPACEa u SUBSTRATE MIN. EDGE DIST. 5/16" MIN, INTERIOR INTERIOR BY OTHERS p'xh i SEE TABLE 1, SHEET I aa"j.11 INSTALLATION ANCHOR COEN&'-. N:^, I SEE TABLE 1, SHEET 1 may;' No 5ffi01 t ANCHOR SEE GLAZING oi. OF :W INSTALLATION SEE TABLE 1, SHEET i DETAILS SHEET 5 STATE O,R, I MIN. EDGE DIST. S'4 OR OP SEE TABLE 1, SHEET I SEE GLAZING SUBSTRATES DETAILS SHEET 5 2/19/20'.7 BY OTHERS LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & EXTERIOR EXTERIOR CONSULTING, INC. COA # 2977SILICONECAULK 9RVE SILICONE CAULK SEE NOTES 14 & 15, SHEET I NORTH PORT, 34288 SEE NOTES 14 & 15, SHEET 1 HORIZONTAL SECTION PH- 941- 380-1574 HORIZONTAL SECTION_ H DWG #: 4 JAMB JAMB P G W 1 Q 1 BEVELED FRAME •CLIP INSTALLATION BEVELED FRAME -FRAM£ INSTALLATION lJ SHEET: 4 OF 5 FL 16103.1 f' Ply Gem- WINDOWS 433 R. — ST.. PO 30. 559, RCCRY HC11-,'1. 21F51 PK 5La404_6i P%. 540-L94-6503 7/8' O.A. 111' O.A. INSULATED m INSULATED - — ANNEALED ANNEALED GLASS UNIT 40 EXTERIOR — GLASS UNIT EXTERIOR/ \ 1 0 m 0112' MIN. TYP. J Z U2' MIN. TYP, GLASS BITE _ / INTERIOR GLASS B1TE _ f / INTERIOR D m. z wTWO-SIDED z a o r SIILIC1199ONE GLAZING TAPE GLAZING DETAIL 2 ~ o a GLAZING DETAIL 1 w V' N Zo JZJ U z Q z Q I w n w o 1- w o 0 i:1 Q 7-- 13/16'O.A. INSULATED ANNEALED GLASS UNIT ~ 'A z N r C - EXTERIOR 112' MIN. TYP. yJV4yy GE•rJgF,G.QZ4'' GLASS BITE _ / INTERIOR No 58201 : 5 COMPRESSION --o: ¢; GLAZING TAPE GLAZING DETAIL 3 APPLICABLE TO FIXED LITE ONLY FOR SASH SEE GLAZING DETAIL 1 + pAl NA14 p>, 12/t9/2017 LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. COA # 29779) 1239 JABARA RVE. NORTH PORT, FL 34288 PH. 941-380-1574 DWG #: PGW181 FL 16103.1 SHEET: 5 OF 5 PLY GEM WINDOWS SERIES 1500 INTEGRAL MULLED WINDOW INSTALLATION NOTES: I. ONE (I) 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 2 INCH (I.E., WITHOUT COWDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4, SHdM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SH{M(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 114 INCH. SHIM WHERE SPACE OF I/I6 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. FOR INSTALLATION INTO WOOD FRAMING USE #8 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 0,55. 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 (FBCj, EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO TH£ FOLLOWING: AAMAJWDMA/CSA 101/1.5.2/A440-05/O8 2, ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIM WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3, 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROTECT 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. S. 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 RATNG WIDTH HEIGHT 72-1/2' 60' 50/- 60 PSF TWIN80-1/2' 7i-15/16' 50/- 50 PSF 84-114' 77-1/8' 40l- 40 PSF 04' 60' 45/- 65 PSF TRIPLEIOA-lA6' 7L-1116' 251- 35 PSF 121-3Ji6' 77-I116" 45/- 45 PSF NOTE. SEE SHEET 2 FOR ALL QUALIFIED CONFIGURATIONS TABLE OF CONTENTS SHEET SHEET DESCRIPTION I INSTALLATION 8 GENERAL NOTES 2 ELEVATIONS 3 ANCHOR SCHEDULE 4 VERTICAL SECTIONS 5 HORIZONTAL SECTIONS b 1 COMPONENTS. BILL OF MATERIALS, 6 GLAZING DETAILS f.: Ply Gem,, WINDOWS 133 N. MAIN Si.. PO SO. 559 ROCKY MOt T, VA 2LI51 PH. 510-46L-6US Fx-: uo-+,ec-aaaa w C iin I TT 1Q n IiOU15 - NZ I W U) WF- 0Q DWG #: PGW198 SHEET: ( OF 6 UNIT MAX. HEIGHT 7716' FL 1610 3, 2 UNIT MAX. WIDTH 12 i6' i D L.0 MAX. 3.---1 TYPICAL ELEVATION TRIPLE UNIT SERIES 1500 INTEGRAL MULLED WINDOW QUALEFED UNIT TYPE CONFIGURATIONS TWIN UNITS 00 TRIPLE UNITS 000 Ply GemWINDOWS 433 N. MAIN ST.. 10 80x 559 ROCKY MOUNT, VA 24:5t PH. 540-484-634E F%-54d-464-b9D3 wF a UNIT MAX. Q0 WIDTH 844' o r F D.L,O MAX. z m J WIDTH,374'---' 0 J 4 4 J ZO J i A oF V G H c to g 5 Z w o E G F o O F S 8 5 n a D.L.O. MAX. UNIT MAX, N WEIGHT HEIGHT w o cy i 771' D.L.O. MAX. .0. '0' w 7228 HEIGHT w a 0 722 ui JF o a z l u r r ui- mQ m N n N 3. anu Z o u El) NOTE: SEE SHEET 3 FOR ANCHOR LAYOUTS 6 SCHEDULE OF ALL QUALIFIED UNIT SIZE AND DESIGN PRESSURE COM91NATiflNS, TYPICAL ELEVATION TWIN UNIT 0LU LijN F- 1- Q DWG #: PGW198 SHEET: 2 OF 6 4' FROM CORNER, TYP 8" O,C., TYP. 4' FROM CORNER, TYP. 8' O.C., INSTALLATION TYP. ANCHOR, TYP. TYPICAL ELEVATION FIN INSTALLATION 121-1/16' x 77-1/16' UNIT SERIES 1500 INTEGRAL MULLED WINDOW - ANCHOR SCHEDULE UNIT SIZE UNIT TYPE DESIGN PRESSURE INSTALLATION TYPE d ANCHOR SPACING WIDTH HEIGHT FIN FRAME CLIP HEAD JAMS SILL HEAD JAMB SILL HEAD I JAMB I 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' 80112" 7115/16' 50/-50 PSF 8,00" 8.00' 8,00" MIDSPAN MIDSPAN 18,00'' 18.00- 16.00" 18.00- 841/4" 771/8" 40/-40PSF 8.00" 8.00" 8,00" MIDSPAN MIDSPAN 18.00-' 18.00- 16.00" 18,00- 109" 60" TRIPLE 45/-65PSF 8.00" 8.00" 800" MIDSPAN MIDSPAN 18.00" 18.00- 16.00" 18,00- 1091/16" 741/16" 25/-35PSf 8.00" 8.00" 8.00" MIDSPAN MIDSPAN 18,00'' 18.00' 16.00" 18.00' 1211/16' 771/16" 45/-45 PSF 8.00" 1 8.00" 1 8.00" 1 MIDSPAN MIDSPAN 18,00' 18,00' 16.00" 18.00' I. 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 16103.2 5L 63' FROM i S MIDSPAN, TYP.-*-? A. CORNER, TYP. i { 51' FROM CORNER, TYP MIDSPAN, TYP. L 6' FROM F_ _ 118' . _ CORNER, TYP. -"'1 TYP.YP. TYPICAL ELEVATION FRAME INSTALLATION 84-1/4' x 77-1/8' UNIT 1' Ply GemWINDOWS 133 N_ "AN ST.. PO BOX 559 R04!(Y HCL?t7, 'Jd 2Ltit PH. 54A-LAt-6}48 540-L 4-66K l.J P a p tv 3o r E z J INSTALLATION ANCHOR, TYP. ? j Z Ep O qu d N S? 5 U LL3 OS liJ Zz p ov Zo INSTALLATION ANCHOR AT CLIP, TYP. w > W o Wto 4 pa 6' FROM tVwrm rm Q rm CORNER, TYP, o N o u u Z N j 11 1r16*OC, I Luo TYP, ' }- 1) j u u u u 6' FROM I f _ _ { 18' O.C., CORNER, TYP.—"! 1-- -'-'i TYP. INSTALLATION TYPICAL ELEVATION ANCHOR AT CLIP, TYP. CLIP INSTALLATION 84-1/4' x 77-118' UNIT DWG #: CONCRETE/ MASONRY 112* MIN. BY OTHERS ' EMBEDMENT CAULK BETWEEN _#8 WOOD SCREW CONCRETE/ MASONRY & 2X INSTALLATION ANCHOR WOOD BUCK BY OTHERS 4. 2X WOOD BUCK BY OTHERS 3/4' MIN. EXTERIOR FINISH EDGE DISTANCE BY OTHERS SILICONE SEALANT BY OTHERS L1/4' MAX. SHIM SPACE I O.A. UNIT HEIGHT -SEE GLAZING DETAILS SHEET 6 EXTERIOR INTERIOR VERTICAL SECTION HEAD - STEEL STUD BRICKMOULD FRAME - FIN INSTALLATION SEE GLAZING DETAILS SHEET 6 EXTERIOR INTERIOR 0, A. UNIT HEIGHT (3- 1/4' MAX. 7 SHIM SPACE SILICONE SEALANT BY OTHERS 1 112* MIN, EXTERIOR FINISH-- EMBEDMENT BY OTHERS 2X WOOD BUCK BYOTHERS CAULK BETWEEN 4 4 8 WOOD SCREW4CRETEIMASONRY & 2X----- INSTALLATION ANCHORWOODBUCKBYOTHERS3/4' MIN. CONCRETE/ MASONRY EDGE DISTANCE BY OTHERS A VERTICAL SECTION 1,4 SILL - MASONRY/CONCRETE FL J6103.2 BRICKMOULD FRAME - CLIP INSTALLATION CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 8- 2X WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS EXTERIOR FINISH . .. . . . . ...... BY OTHERS SILICONE SEALANT BY OTHERS O.A. UNIT HEIGHT IEXTERIOR 3/4' MIN. #8 WOOD SCREW EDGE DISTANCE INSTALLATION ANCHOR 1 112* MIN. EMBEDMENTMSDMENT 1/4* MAX. SHIM SPACE SEE GLAZING DETAILS SHEET 6 INTERIOR VERTICAL SECTION HEAD - STEEL STUD BEVELED FRAME - FRAME INSTALLATION SEE GLAZING DETAILS SHEET 6 EXTERIOR INTERIOR 0, A, UNIT HEIGHT OD SILICONE SEALANT . . . . . . . . . . ...... ...... BY OTHERS ........ EXTERIOR FINISH -- BY OTHERS 1/4' MAX. SHIM SPACE 3/4* MIN. I EDGE DISTANCE 2X WOOD BUCK BY OTHERS CAULK BETWEEN • 44 CONCRETE/ MASONRY 8 2X--_ I Ili' MIN.' WOOD BUCK BY OTHERS EMBEDMENT # 8 WOOD SCREW BY OTHERS CONCRETE/ MASONRY IN ANCHOR p, VERTICAL SECTION A) SILL - STEEL STUD BEVELED FRAME - FIN INSTALLATION Ply Gem - WINDOWS 133.N MAINS 7 POBOX 559 ROCKY Ji0i 7, VA 2L'5' PH. 5EL-63L6 F. 51D-111-6613 3: 1. M, M c, L, 37 < U Z 00 1 1 1/2' MIN. EMBEDMENT 8 WOOD SCREW 1/4' MAX. INSTALLATION ANCHOR SHIM SPACE INTERIOR 3/4' MIN. NEDGEDISTANCE 0.,.'. SEE GLAZING DETAILS SHEET 6 CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY & 2X 1 WOOD BUCK BY OTHERS 2X WOOD BUCKBYOTHERS EXTERIOR FINISH ° EXTERIOR BY OTHERS----. . O.A. SILICONE SEALANT UNIT BY OTHERS WIDTH E HORIZONTAL SECTION 5 JAMB - MASONRY/CONCRETE BRICKMOULD FRAME - FRAME INSTALLATION 1 1/2- MIN, 8 WOOD SCREW EMBEDMENT INSTALLATION ANCHOR I 7/4' MAX. SHIM SPACE 3/4' MIN. ' EDGE DISTANCE c• 6 CONCRETE/ MASONRY BY OTHERS ' CAULK BETWEEN CONCRETE/ MASONRY 8 2X -• WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS ° EXTERIOR FINISH ~ BY OTHERS INTERIOR SEE GLAZING 1 DETAILS SHEET b o / SEE GLAZING EXTERIOR DETAILS SHEET b SILICONE SEALANT 2 O.A. BY OTHERS UNIT WIDTH HORIZONTAL SECTION FL 16103.2 JAMBBEVELED FRAME CLIP INSTALLATION INTERIOR SEE GLAZING DETAILS SHEET 6 3/4' EDGE DISTANCE 8 WOOD SCREW INSTALLATION ANCHOR CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 8 2X WOOD BUCK BY OTHERS s• 1 1/ 2' MIN. EMBEDMENT s 2X WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS EXTERIOR SiL( CONE SEALANT BY OTHERS O.A. UNIT WIDTH HORIZONTAL SECTION JAMB - STEEL STUD BRICKMOULD FRAME - FIN INSTALLATION INTERIOR H HORIZONTAL SECTION INTEGRAL MULLION TYPICAL GLAZING AILS SHEET 6 Ply Gem- 43S N. 1AiN IT.. PO 0 III ROCKY MOU T.VA 24151 PN. 546- LEL-b34E Fx w P' o a or E i O iD J 3 0 z o zE ir U Zou o 0o z O qvp EiN j W r W i! co I LijI < I k 0 1 121 LU 1- coLUFQDWG #: PGW198 SHEET: 5 OF L 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 11 FIXED SILL PVC PLY GEM WINDOWS OBRICKMOULD ANCHOR CLIP O BEVELED ANCHOR CLIP PVC PVC 0.282' T 0.06 0. 282' J 0.06 ) MULLION REINFORCEMENT FIXED SILL STEEL () PVC FL 16103.2 BRICKMOULD FRAME PVC 3.53' 1 3.687' 0.065° TYP. OGLAZING BEAD PVC i 0.728' BRICKMOULD SILL BEVELED SILL v PVC PVC 3.402' •--i 3.435' 3.56' 0.065' 0.06 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 ANNEALED 0.064' I GLASS UNIT 3' EXTERIOR 1.852' 0.06' I 41 1/2' MIN. TYP. INTERIOR GLASS BITE DOW 995 SILICONE GLAZING DETAIL 1 FOR USE IN ANY LITE FIXED OR SASH) BEVELED FRAME PVC 3.402' 1 1 3.812' J O.ObS TYP. GFRAME COVER PVC 1 2.D06' 0.06 OINTEGRAL MULLION PVC 1. t 7/8' O.A. INSULATED ANNEALEDEXTERIOR — GLASS UNIT 1/2' MIN. TYP. J INTERIOR GLASS SITE COMPRESSION GLAZING TAPE GLAZING DETAIL 2 FOR USE IN SINGLE HUNG FIXED LITES ONLY Ply Gem - WINDOWS 433 N. MAIN ST.. PO BOX 559 ROCKY MOUNT, VA 2W5i N r r co to z Q m J N Q Z 7 U ZVnN3 = p U C) w h- tnlUr- Q PGW198 SHEET: 6 OF L 2/14/2018 doFlorida jProduct Approval USER: orjPublic User Product Approval M Application5earth > Application List 0 a , Product or Search Criteria Refing Search Code Version 2017 FL# 16104 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# 1YR_ q Manuf@ctUrer_ Status FL16IQ4-R4 Revision Ply Gem Windows National Accreditation & Management Institute Approved His ry Category: Windows (804) 684-5124 Subcategory: Fixed APPrOVeO DY UMVK. APPI—Is -Y -11 ...... -1 t U :: 20jAWLrStone ,Road, jallahjSsqjFL 32399 Rb_ ML8 Z o8 -IRZ4 L0-4 TheStateof Florida is an AA/EEO employer. Cop yLgtj: : Eryacy51pignwrt :: Accessibility5,bili y emont :: Ref tatem nt 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(l), 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 theDepartmentwithanemailaddresswhichcanbemadeavailabletothepublic. To determine if you are a licensee under Chapter455, F.S., please click tlgrg. Product Approval Accepts: 99 E Credit Card Safe https:// floridabuilding.org/ pr/ pr_app_lst,aspx 1/1 2/14/2018 Florida Building Code Online R 41`?` A y` R lf$•' A%*k k 5{ d J..#i y{ # Y to 4j'& f", x: 1zt a ibs I kfian po SCIS Horne Log In 1 User Registration Hot Topics Zubmit Surcharge i StaLs & Facts i Publication[s 1 F13C Staff 1 6CIS site Map Links i Search 104%PrERoduct ApprovalbaUS: Public Useru.IY4 Product ARproval Menu > Product or ARRlication Search > Aq i tin is > Application Detail FL # FL16104-R4 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 Fixed 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 lol/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.5.2/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://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10wfM1aS%2bmis69R/o2bu%2b9HkgEWvjtUoll4FU%2fw%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 16104.1 Ply Gem 1500 Fixed Window, Non -Impact (Alt. Substrates) T _ Limits of Use Certification Agency Certificate Approved for use in HVHZ: No ELj_c2jo4_R4__QAC_IQ11337 Q2-R2.pc1f iQ1337_03 R1 Approved for use outside HVHZ: Yes FL1 _R[ psif FL 1 4_RA_(;_Q,Af_ULQ.b_1337-R1 RdfImpactResistant: No Design Pressure: N/A Quality Assurance Contract Expiration Date Other: Refer to installation detail for sizes, configurations and 11/30/2022 ratings. Installation Instructions FL 16104_R4_II_PG W 177-B.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL161 4_R4_&F_Eval ort-PGW177-B.pdf Created by Independent Third Party: Yes Y im^Ply Gem 1500 Y 16104.2 Fixed Window, Non -Impact (As Tested) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16104_Q4_C_CAC_NIQ11337 02-R2 pdf 03-R1 Approved for use outside HVHZ: Yes FL16104_P4 _QB._N 4.227 p&f FL161Q4_R4_C_Q6L_Nf.Q11337-R1 p!1fImpactResistant: No Design Pressure: N/A Quality Assurance Contract Expiration Date Other: Refer to installation detail for sizes, configurations and 11/30/2022 ratings. Installation Instructions FL16104_R4_11 PGW 178 AS TESTED.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: a _ 16104.3 Ply Gem 1500 Fixed Window, Impact (Alt. Substrates) mm Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL 4_R4_C_QAC_N[011337 Q4-R2—..pd Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes 11/30/2022 Installation InstructionsDesignPressure: N/A Other: Refer to installation detail for sizes, configurations and FL1610 4_R4PGW179-B.p lf Verified By: National Accreditation & Management Institute ratings. Created by Independent Third Party: Evaluation Reports FL16104_R4_AE_ va Report-PGW179-B.pfif Created by Independent Third Party: Yes 16104.4 Ply Gem 1500 Fixed Window, Impact (As Tested) Limits of Use n Certification Agency Certificate Approved for use in HVHZ: No LF161Q4_RA—C—CAC_5411 7 04-R2 Rdf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes 11/30/2022 Installation InstructionsDesignPressure: N/A Other: Refer to installation detail for sizes, configurations and FL16104_R4_ti_PGW18Q AS TESTED.pdf Verified By: National Accreditation & Management Institute ratings. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Eack Next Ponta t t :: Ol Blair_aLgne Road, FI 3_ 2399 Ptlon • 8 Q-48=_[,8?4 The State of Florida is an AA/EEO employer. ;oRyrignr 7Q07-2nt 3 S4a to of Florida :: Priv y t ement :: Aaaessl!ailiky„$„t 5gment :: 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 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:: M https://floddabuilding,orglprlpr_app_dti.aspx?param=wGEVXQwtDgvyf4ngAXhlowfMlaS%2bmis69%2bu%2b9HkgEWvjtUoll4FU%2fw%3d%3d 2/3 2/14/2018 Florida Building Code Online Credit Card Safe https://floridabuiIding,org/pr/pr_app_dti.aspx?param=wGEVXQwtDqvyf4ngAXh1OwfM1aS`/`2bmis69%2bu`/`2b9HkgEWvjtUo1 14FU%2fw%3d%3d 3/3 PLY GEM W1 N DOWS SERIES 1500 FIXED WINDOW (NON -IMPACT) NOTES: 1. 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 -BEARING 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. il. 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 110-15589/90/92/95-1 13. DESIGNATION "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 16104.1 SIZE CHART OVERALL SIZE REQUIRED GLASS TYPE MAX. O.C. SPACING, FRAME OR CLIP ANCHORS MAX. DESIGN PRESSURE MISSILE IMPACT RATING WIDTH HEIGHT 48-1/8, 96' ANNEALED 14-1/2' 55/- 55 PSF NON -IMPACT72' 96' TEMPERED 12' 40/- 45 PSF 120-1/16' 56' 1 TEMPERED 13-1/2, t45/- 50 PSF TABLE OF CONTENTS SHEET SHEET DESCRIPTION INSTALLATION & GENERAL NOTES 2 ELEVATIONS 3 ANCHOR SCHEDULE L VERTICAL SECTIONS & GLAZING DETAIL 5 HORIZONTAL SECTIONS TABLE I: INSTALLATION FASTENERS TABLE Lucas Tumer 2017-12-20 03:37+19:00 D SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED. MIN. EDGEDISTANCE FIN INSTALLATION 2X MIN. SPRUCE -PINE -FIR WOOD 8 WOOD SCREW 1-1/2' 7/16" A G=0.42) 16 GAUGE (0.060') STEEL 36 KSI MIN. 10-16 SELF -DRILLING SCREW FULL, PLUS 3 7116' e OR 118" 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' V-1/8" D HOLLOW OR GROUT -FILLED CMU 3116' ITW TAPCON 1" 2" 117 PCF MIN.) E 2X MIN. SOUTHERN PINE WOOD 3/16' ITW TAPCON 1-3/8' 7/8' G=0.55) F 2X MIN. SOUTHERN PINE WOOD 10 WOOD SCREW 1-3/8' 7/8' G=0.55) 16 GAUGE (0.060") STEEL 36 KSi MIN. T #10-16 SELF -DRILLING SCREW FULL, PLUS 3 1/2, G OR 1/8' ALUM. 6063-T5 MIN. I (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. 0. Ply Gem, L33 N. MAIN ST.. PO BOX 559, ROCKY MOUNT, VA Z4151 PH: 540-LB4.6348 FX: 540-484-6683 0 o z j ' 4I oz o Z" a z o 3 i F. a V) o rn w J Z 9 0 w w( oN N o o w o WIn x p tii a o m f Z N k k QF- zI O P i p O .* S,ONR'; 161 wa zz 12/19/2017 LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. COA # 29779) 1239 JABARA AVE, NORTH PORT, FL 34283 PH. 941-38C-1574 PGW177 ET: i Or / r rw 2 Sl7 W a' X a a = U z N z N 1 UNIT MAX. WIDTH 7 SEE SIZE CHART, SHEET 1 I TYPICAL ELEVATION 4' FROM CORNER. TYP.-- HIN%.nun L--%I%JV I FIN INSTALLATION Piy Gem- 433 N. MAIN ST.. PO EOX 559. 4' FROM ROCKY MOUNT, VA 24151 CORNER, TYP. Pti. 540-LBL-63LB FX: 5L0-1.15L-6683 w Q G) O p O 8-1/2' D.C., TYP, LLATION ANt:MOR, TYP, MAX. 0. C., MAX. O.C., SEE CHART. ---- 6' FROM 6' FROM t .. i SEE CHART, 6' FROM SHEET I CORNER, TYP CORNER, TYP. Ii SHEET I (-CORNER, TYP. y —]_ e —I- 1 nOtt MAX. O.C., nOn MAX. O.C., SEE CHART, SEE CHART, SHEETI SHEET I 71j INSTALLATION ANCHOR, TYP. ANCHOR LAYOUT FRAME INSTALLATION NOTE: WINDOW WIDTH (W) AND HEIGHT H) ARE INTERCHANGEABLE FOR ALL SIZES SHOWN HEREIN NOT TO EXCEED MAXIMUM TESTED SQUARE FOOT AREA. FL 16104.1 6' FROM CORNER, TYP. ANCHOR LAYOUT CLIP INSTALLATION INSTALLATION ANCHOR AT CLIP, TYP. NOTE: USE OF EITHER BRICKMOULD OR BEVELED FRAME TYPES IS QUALJFGED UNDER THIS APPROVAL TO THE SIZES AND PERFORMANCE LIMITS LISTED HEREIN. I j 0 1l3 . z 0. O p Z 3i x o 1 p Z > i IuwaeNitzI x z p u atipz n E OZ su r w tz o z x w o o o w a t o Qj®iz uj Q co a m c rz Sro' STATE OFAl : Lug 0 A0 1-1 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 DWG #: PGW177 SHEET: 2 OF /, MIN. EMBED. SEE TABLE 1, SHEET I INSTALLATION ANCHOR SEE TABLE 1, SHEET I SUBSTRATE ...... BY OTHERS - PERIMETER MIN. EDGE DIST. SILICONE CAULK SEE TABLE 1, SHEET I SEE NOTES -'S SHEET III* MAX. SHIM SPACE SEE GLAZING 7-- DETAIL SHEET 4 EXTERIOR INTERIOR VERTICAL SECTION HEAD BRICKMOULD FRAME - FIN INSTALLATION EXTERIOR 11 PERIMETER SILICONE CAULK SEE NOTES 14 a 15, SHEET I SUBSTRATE BY OTHERS INSTALLATION ANCHOR v SEE GLAZING DETAIL SHEET 4 INTERIOR MIN. EDGE DIST. SEE TABLE 1, SHEET I PERIMETER SILICONE CAULK SEE NOTES 14 & 15, SHEET F-- 7/ 8' O.A. INSULATED GLASS UNIT TEMPERED OR II ANNEALED GLASS, EXTERIOR TEI;4 SEE SHEET 1) IT112' MIN. TYP' INTERIOR GLASS BIT:IE RIOR DOW 1199 SILICONE GLAZING DETAIL NOTE SEE SHEET I FOR REQUIRED GLASS TYPE BASED ON UNIT SIZE, 5116' MIN. 1/ 4' MAX. RFrSHIMSPACET- 1 MIN, EMBED. SEE TABLE 1, SHEET I SEE TABLE 1, MIN, EDGE DIST, SHEET I SEE TABLE 1, SHEET I VERTICAL SECTION S LL FL 16104.1 BRICKMOULD FRAME -CLIP INSTALLATION fNSTALLATION ANCHOR SEE TABLE 1, SHEET I SUBSTRATE BY OTHERS MIN. EMBED. SEE TABLE 1, SHEET I 1/ 4* MAX, SHIM SPACE SEE GLAZING DETAIL SHEET 4 EXTERIOR INTERIOR VERTICAL SECTION HEAD BEVELED FRAME - FRAME INSTALLATION SEE GLAZING DETAIL SHEET 4 EXTERIOR INTERIOR 1/ 4' MAX, SHIM SPACE PERIMETER SILICONE CAULK -- SEE NOTES 14 8 15, SHEET I- MIN. EDGE DIST SEE TABLE 1, SUBSTRATE---- ...... YLA' SHEET I BY OTHERS ....... INSTALLATION ANCHOR MIN. EMBED. SEE TABLE 1, SHEET I SEE TABLE 1, SHEET I VERTICAL SECTION SILL BEVELED FRAME - FIN INSTALLATION 4%.* PlyGem, T WINDOWS 433 14, MAIN S7 , PO BOX 559 ROCKY MOUNT. VA 24151 PH 5LO-484-63LB FX: 540-L84-6683 uj n m o o 0 Z. z © or LD v2z t 0 Lufyz ajw ofz < 10, Z -, 3 No Sa201 • 9 STATE OF "4 z 4uZN 12/ 19/2017 LUCAS A. TURNER, P.E. FL PE # 5820 . I TURNER ENGINEERING & CONSULTING, INC. COA 1( 29779) 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 PGW177 SHEET: 3 OF 4 MIN EDGE DIST. MIN EMBED. III.' MAX. SEE TABLE 1, SHEET I SEE TABLE 1, SHEET 1 40 GPly em, 1/4' MAX. SHIM SPACE SUBSTRATE foe; WINDOWS BY OTHERSSHIMSPACE 433 N MAIN S7 , PC BOX 55;, INTERIOR INSTALLATION ANCHOR ROCKY MOUNT. VA ?W5 INTERIOR SEE TABLE 1, SHEET I PH, 540-484-63LB MIN, EDGE DIST Fx 5L -484-156s3 SEE TABLE 1, SHEET I SEE GLAZING SEE GLAZING DETAIL SHEET L. DETAIL SHEET 4 MIN. EMBED. SEE TABLE 1, SHEE T I SUBSTRATE BY OTHERS INSTALLATION ANCHOR 3: z SEE TABLE 1, SHEET I z EXTERIORXTERIOR PERIMETER SILICONE CAI-LK SEE NOTES 14 8 15, SHEET I Z0 PERIMETER SILICONE CAULK IZONTAL SECTION 2 — HORIZONTAL ION HOR 2 Z I SEE NOTES 14 8 15, SHEET I > JAMS JAMB BR;CKMOULD FRAME - FRAME INSTALLATION Q4 BRICKMOULD FRAME - FIN INSTALLATION ZLu w 01 V) I=I i Li InM.N. EMBED SEE TABLE 1. SHEET I MIN, EMBED, SEE TABLE 1, SHEET I 1/4' MAX. MAX. SHIM SPACE 114z SHIM SPACE 3 SUOSTRATE MIN. EDGE DIST. BY OTHERS SEE TABLE 1, SHEET I INTERIOR 5/16* M— INTERIOR• K%%1 ......... INSTALLATION ANCHOR r, 1 '18 SEE TABLE 1, SHEET I N. 58201 SEE GLAZING SEE GLAZING SUBSTRATE DETAIL SHEET 4 DETAIL SHEET 4' MIN. EDGE IST. BY OTHERS SEE TABLE I, SHEET 1 12/19/2017 INSTALLATION ANCHOR LUCAS A. TURNER, P.E. SEE TABLE 1, SHEET I rL PE # 58201 TURNER ENGINEERING CONSULTING, INC. COA 111 29779) EXTERIOR EXTERIOR 1239 JAEARA AVE, PERIMETER SILICONE CAULK NORTH PORT, FL 34288 PERIMETER SILICONE CAULK SEE NOTES 14 6 15, SHEET I PH. 941-380-1574 SEE NOTES 14 & J5, SHEET I HORIZONTAL SECTION HORIZONTAL SECTION DWG #: JAMB JAMB4BEVELEDFRAME - FRAME INSTALLATION — 7 BEVELED FRAME -CLIP INSTALLATION PGW17 FL 16104.1 SHEET: 4 OF 4 PLY GENE WINDOWS SERIES 1500 FIXED WINDOW (NON -IMPACT) AS TESTED 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 t1 / 2 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 SHfM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE I/L INCH. SHIM WHERE SPACE OF I/i6 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5, FOR INSTALLATION INTO WOOD FRAMING USE #8 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/2 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 REST STANT 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 0,55. FL 16104.2 GENERAL NOTES: 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FSC), EXCLUDING HVHZ. 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WlTHSiAND;NG 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. A. 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 L FOR GLAZING DETAIL. OVERALL SIZ`c REQUIRED MAX. DESIGN GLASS TYPE PRESSURE MISSILE IMPACT RATINGWIDTHHEIGHT 48-118' 96' ANNEALED +55/- 55 PSF NON -IMPACT72' 96' TEMPERED +401- 45 PSF I20-Iiib' 56' TEMPERED +451- 50 PSF TABLE OF CONTENTS SHEET SHEET DESCRIPTION I INSTALLATION 8 GENERAL NOTES 2 ELEVATIONS 3 ANCHOR LAYOUTS 4 VERTICAL SEC TIONS 6 GLAZING DETAIL 5 HORIZONTAL SECTIONS Ply GvemWINDOWS L33 N. MAIN ST.. PO BOX 559 ROCKY MOUNT, VA 2L,5f PH: 540-484-6348 FX: SLO-484-6b83 w k J toZVZN1 DWG #: PGW178 SHEET: 1 OF 5 Y "MyGem- WINDOWS 433 N. MAIN ST_ PC BOX 559 ROCKY MOUNT, VA 2L151 PH, 540-4$L-634 a FX 540 -4$L- 6683 UNIT MAX. WIDTH 72' UNIT MAX. D,L.0 MAX. WIDTH 120,-,L' WIDTH 67j' D.L,0 MAX. I i L 4 0 WIDTH N57 z 1 z 0 Lu UNIT MAX. GHEIGHT 9 H o w zo Z0 UNIT MAX. D.L.O. MAX. 6 uj j7- c HEIGHT HEIGHT E 0. 0. 7 56 D.L.O. MAX, HEIGHT t 0z gil- 2 2 u 6 M < z m c n m z4@Lu TYPICAL ELEVATION 120-I/J6' x 56' UNIT TYPICAL ELEVATION 72' x 96' UNIT Li V) Lr) DWG # PGW178 FL 16104.2 SHEET: 2 OF 5 54' FROM CORNER, TYP. 21' OT C., TYP. i WT t--t W)—( I (H) FL 16104.2 4' FROM CORNER, TYP 8' O.C., TYP. ANCHOR LAYOUT FRAME INSTALLATION 120-1/16' x 56' UNIT TYP. 0' 10 NOTE: USE OF EITHER BRICKMOULD OR BEVELED FRAME TYPES IS QUALIFIED UNDER THIS APPROVAL TO THE SIZES AND PERFORMANCE LIMITS LISTED HEREIN. ANCHOR LAYOUT FIN INSTALLATION 120-1116' x 56' UNIT 54' FROM CORNER, TYP. 4' FROM CORNER, TYP. 7' O.C., TYP, INSTALLATION ANCHOR, TYP. 18' O,C., TYP. -— 0' INSTALLATION ANCHOR, TYP. CORNEROTYP. ! ANCHOR LAYOUT CLIP INSTALLATION 120-3/16' x 56' UNIT 6' FROM CORNER, TYP 416- O.C., TYP, INSTALLATION ANCHOR AT CLIP, TYP. SERIES 1500 FIXED WINDOW - ANCHOR SCHEDULE UNIT SIZE DESIGN PRESSURE INSTALLATION TYPE 8 ANCHOR SPACING WIDTH HEIGHT FIN FRAME CLIP HEAD JAMB SILL HEAD JAMB SItL 48-1/8' 96' 55 PSF 7,00' 7,00" 7.00" 18.00" 16 OO 18.00' 72' 96' 40 1 -45 PSF 7.00' 7.00' 7A0' IHEADJAMSENI'LlIE 18.fl0' I+ 45 50 PSF 7.00' 7.00- 7.00- 18,00' 1838.00' A.: Ply Gem- WINDOWS L33 N. MA;N ST.. PO BOX 554 ROCKY MOUNT. VA 2W5! PH: 540-48L-63L85L0-48L-63L8 FX. 546-484-6683 w - r a Q o 0 P li L-, li k li, Z - I I. 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 NO ANCHORS ARE REQUIRED AT THE SILL FOR UNITS 48-1/8' WIDE OR LESS. FOR UNITS DWG #: EXCEEDING 48-1/8' IN WIDTH ANCHORS ARE REQUIRED AT THE SILL. , a -7 3. ANCHOR METHODS MAY BE INTERMIXED AS LONG AS ANCHOR SPACING. TYPE, ETC. ADHERES TO REQUIREMENTS y I LAID OUT IN THIS DOCUMENT (I.E. FRAME INSTALL AT HEAD 8 JAMBS, FIN INSTALL AT SILL) SHEET: 4. SEE SHEET I FOR REQUIRED GLASS TYPE PER UNIT SIZE. 3 OF 5 CONCRETE/ MASONRY BY OTHERS 1 1/2' MIN. CONCRETE/ MASONRY BY OTHERS. EMBEDMENT CAULK BETWEEN 3/4' MIN EDGE DISTANCE 8 WOOD SCREW WINDOWS CAULK BETWEEN 8 WOOD SCREW INSTALLATION CONCRETE/ MASONRY & 2X ' INSTALLATION ANCHOR CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS ANCHOR 433 N. MAIN ST., PO BOX 559 WOOD BUCK BY OTHERS `,p. e. i I/2' MIN ROCKY MOUNT, VA 2415i 2X WOOD BUCK ' ; ZX WOOD BUCK BY OTHERS EMBEDMENT FH: 54a-484-b348 BY OTHERS 3/4' MIN. EXTERIOR FINISH FX: 546-484-5583 EXTERIOR FINISH ' '' BY OTHERS ... EDGE DISTANCE BY OTHERS.'.... o SILICONE SEALANT SILICONE SEALANT r Po o BY OTHERS BY OTHERS 0, 0 Q rm NJ i SHIM SPACE 1/4' MAX. SHIMSPACE zFK"' O.A. O.A. o"Z UIGH UNIT Z r pHEIGHT LAZING HEIGHT SEE GLAZING C, o a DETAIL SHEET 4 DETAIL SHEET 4 w u N EXTERIOR INTERIOR 7/8' O.A. INSULATED INTERIOR t w mGLASSEEXTERIOROR o(TEMPERDy _ VANNEALED GLASS) o EXTERIOR g VERTICAL SECTION C VERTICAL SECTION_ w w 4 HEAD-2X WOOD BUCK HEAD-2X WOOD SUCK z BRICKMOULD FRAME - FIN INSTALLATION BEVELED FRAME - FRAME INSTALLATION iv 1/ 2' MIN. TYP. INTERIOR J GLASS BITE / F z a co DOW 995 GLAZINGGLAZING DETAIL SEE GLAZING n k wSILICONE mSEE DfTA1L SHEET 4 DETAIL SHEET 4 o f LoZ NEXTERIOR — INTERIOR NOTE: SEE SHEET I FOR REQUIRED EXTERIOR — INTERIOR GLASS TYPE BASED ON UNIT UNIT // SIZE 0 A HEIGHT + UNIT i } HEIGHT j 1/ 4' MAX. SHIM SPACE 1/ 4' MAX. SHIM SPACE 3/ 4' MIN. C] LuSn SILICONE SEALANT SILICONE SEALANT 13 BY OTHERS ........ BY OTHERS 4 I MIN. EXTERIOR FINISH EXTERIOR HE ..... BYOTHERSRSEMBEDMENT BY OTHERS 2X WOOD BUCK----2X WOOD SUCK----#B WOOD SCREW BY OTHERS " BY OTHERSa INSTALLATION CAULK BETWEEN 4-. • CAULK BETWEEN 4; J c diANCHOR CONCRETE/ MASONRY & 2X e N WOOD SCREW CONCRETE/ MASONRY & 2X 1 WOOD BUCK BY OTHERS IN 3/ 4' MIN, INSTALLATION ANCHOR WOOD BUCK BY OTHERS 1/2• MIN. CONCRETE/ MASONRY EDGE DISTANCE CONCRETE/ MASONRY EMBEDMENT DWG #: BYOTHERSBYOTHERSVERTICAL SECTION p, VERTICAL SECTION P G W 1 7 8 FL 16104.2 4 SILL-2X WOOD BUCK 4 SILL-2X WOOD BUCK SHEET. 4 OF 5 BRICKMOULDFRAME - CLIP INSTALLATION BEVELED FRAME - FIN INSTALLATION 1112' MIN. 3/4' MIN, #8 WOOD SCREW EMBEDMENT EDGE DISTANCE INSTALLATION ANCHOR 8 WOOD SCREW 1/4' MAX, 1/4' MAX. + CONCRETE/ MASONRY i' Ply Gem - INSTALLATION ANCHOR SHIM SPACE SHIM SPACE WINDOWS BY OTHERST_ INTERIOR INTERIOR /. CAULK BETWEEN 433 N. MAIN ST., PO BOX 559 CONCRETE/ MASONRY & 2X ROCKY MOUNT, VA 24151 WOOD BUCK BY OTHERS PH: 540-484-6348 3/4' MIN, FX: 540-484-6683 EDGE DISTANCE .+ SEE GLAZING SEE GLAZING DETAIL SHEET 4 DETAIL SHEET 4 I 1/2" MIN. G o 0 v -EMBEDMENT fl o; o CONCRETE/ MASONRY 1q. • _ _ - - BY OTHERS • m - CAULK BETWEEN CONCRETE/ MASONRY & 2X i 2X WOOD BUCK WOOD BUCK BY OTHERS '1 J J BY OTHERS 3 Z 2X WOOD BUCK \ r EXTERIOR FINISH o o z a BY OTHERS z BY OTHERS -- o EXTERIOR FINISH ' a : EXTERIOR EXTERIOR a ' BY OTHERS SILICONE SEALANT w z a w BY OTHERS 0 O.A. O.A. a m SILICONE SEALANT UNIT UNIT 0 0 z BY OTHERS WIDTH WIDTH ' 2 z 4 s E HORIZONTAL SECTION HORIZONTAL SECTION W W 0 5 JAMB - 2X WOOD BUCK JAMB -2X WOOD BUCK _ BRICKMOULD FRAME -FRAME INSTALLATION BRICKMOULD FRAME -FIN INSTALLATION uri a wi 1 112' MIN. 1112' MIN. ~ O 4 8 WOOD SCREW EMBEDMENT EMBEDMENT r z INSTALLATION ANCHOR 1/4' MAX. WOOD SCREW INSTALLATION ANCHOR w = Q m < < SHIM SPACE 1/4' MAX. r N Z Y a r SHIM SPACE CONCRETE/ MASONRY o_ 3 x U Z BY OTHERS - v 314" MIN. EDGE DISTANCE CAULK BETWEEN INTERIOR INTERIOR CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS 2X WOOD BUCK j a .. BY OTHERS SEE GLAZING SEE GLAZING CONCRETE/ MASONRY ,;%fi DETAIL SHEET 4 DETAIL SHEET 4 c I BY OTHERS 3/4' MIN. L'i CAULK BETWEEN "- '* EDGE DISTANCELo CONCRETE/ MASONRY & 2X V - WOOD BUCK BY OTHERS 2X WOOD BUCK '' J J BY OTHERS EXTERIOR FINISH EXTERIOR FINISH -`----BY OTHERS BY OTHERS EXTERIOR EXTERIOR SILICONE SEALANT-- 2 O.A. O.A. SILICONE SEALANT BY OTHERS UNIT UNIT BY OTHERS WIDTH WIDTH DWG #: HORIZONTAL SECTION H HORIZONTAL SECTION PG W 1 7 g JAMB - 2X WOOD BUCK JAMB - 2X WOOD BUCK FL 1610L.2 BEVELED FRAME - CLIP INSTALLATION BEVELED FRAME- FRAME INSTALLATION SHEET: 5 OF 5 2114/2018 Florida Building Code Online 6CIS Home L09 In User Registration Hot Topics Submit Surcharge I Stats & Facts 1 Publications FBC Staff BCIS Site Map Links Search i dFlorida Product Approvalbri-10 USER: Public User Product AgaLglyAl Menu > Product or Rphf&tiqn_5earth > Application List Search Criteria Refine _r 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 Search Results - A lications FL# lyps Manufacturer 4 y%jljd5jtgd By Status FL16118-R3 Revision Ply Gem Windows Locke Bowden Approved Category: Windows (334) 300-1800 tl5lury Subcategory: Mullions vaI s_b V D El P R shall bereviewed -.n d ratified -b ythe P 0C . n d /. I the Corr- 71,1. n if necessary. Contact US :; Q1 Blair Stone Road, Tallahassee EL !ZM The State of Florida is an AA/EEO employer. Copyright : ftiv,cy ment Refund _Statement LI at# L _ 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 tothisentity. 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. Theemailsprovidedmaybeusedforofficialcommunicationwiththelicensee. However email addresses are public record. If you do not wish to supply a personal address, pleaseprovidetheDepartmentwithanemailaddresswhichcanbemadeavailabletothepublic. To determine if you are a licensee under Chapter 455, F.S., please clickhere . Product Approval Accepts* Z N F" Z9 M Credit Gard Safe https:// floridabuilding. org/pr/pr_appist.aspx 2114/2018 Florida Building Code Online BCIS Home Log in user Registration Hot Topics Submit surcharge i Stats & Facts i Publications FBC Staff PCIS Site Map Links Search dF1 rida b1041kRProduct Approval W USER: Public User LKriiProdua app roval Menu > pr9juSj_9r P r.IpiicationSearch > 6Qp JsSaLiQn-Lig > 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 4' Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL1611 1709. 8 Product Approval Method Method 2 Option B https: llfloridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqvyf4ngAXhlOyQOemzR2jWDTjgpLsYuOSUObhuAFGR6Tg%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 FL1 11 _93 U_P W1 .pdf Verified By: Hermes F. Norero, P.E. FL P.E. No. 73778ApprovedforuseoutsideHVHZ: Yes Created by Independent Third Party: YesImpactResistant: Yes Design Pressure: N/A Evaluation Reports Other: Please refer to installation instructions, PGW189, and FL L6115 R _AE®.ER5112,Idf evaluation report, PER 3142, for further limitations of use. Created by Independent Third Party: Yes 16118.2 Ply Gem 1500 Mullion (Beveled Frame) Y Limits of Use Installation Instructions Approved for use in HVHZ: No FL16118_R3_II_PGW190.p4f 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 FL1611 _R3_6K_ ER pdf evaluation report, PER 3143, for further limitations of use. Created by Independent Third Party: Yes 16118.3 Ply Gem 1500 Tube Mullion (Brickmould Frame) T Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FLl 11 _R3_U_PGW20pdf Verified By: Hermes F. Norero, P.E. FL P.E. No. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Other: Please refer to installation instructions, PGW203, and Evaluation Reports FL16118_ R3_AE_PER5114.pdf 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 FL _R3_U_P9W2Q4 pK_f Verified By: Hermes F. Norero, P.E. FL P.E, No. 73778 ApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Other: Please refer to installation instructions, PGW204, and Evaluation Reports FLi 11 _U_AE_PER 1 p,4f evaluation report, PER 3145, for further limitations of use. Created by Independent Third Party: Yes aEk Next Contact Us :: 2601 Blair 5tone Road, TAIlahassee FL 32399 Phone• 850-487-1824 The State of Florida is an AA/EEO employer. Cspyrigty[2Oo7-z0 rate of lorida.:: rivacy SSse,m,nt :: A c sibility S$e tatement :: h qd 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 tothisentity. 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 p one. Theemailsprovidedmaybeusedforofficialcommunicationwiththelicensee. However email addresses are public record. If you do not wish to supply personal ersonal address, pleaseprovidetheDepartmentwithanemailaddresswhichcanbemadeavailabletothepublic. To determine if you are a licensee under Chapter 45S, F.S., please clickhere . Product Approval Acc epts: E Credit Card Safe https:/ lfloddabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhloyQOemzR2JWDTigpLsYuOSUObhuAFGR6Tg%3d°/a3d 2/2 Florida Building Code Online Page 1 of 1 I;,s,+'`'"-a-ad'-Ie.":.ifk":."'',fi .err S r' x.'•-: .-.r-..i'c .. _ bt't$iXlh?$';' .P H rid3,, r Product Approval USER: Public User Product Apnroval Mgng > rod_u9j_Qr Aoolicabon Search > Application List Search Criteria Refine earth Code Version 2014 FL# 12194 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL earctt Ke wu ra Tvae Manufacturer Valuated By u5 IFLJZ12 4-P,5 Revision Aluminum Coils, Inc. Category: Panel Walls Locke Bowden 334) 300-1800 Approved Subcategory: Soffits o -nt..• N rnm k inn if neC arv. Approved by DBPR. Approvals by ot5l'K snau oe rev,ewrn a - --.,r ContAcj 5 ;; 01 Blai +'one 6toad, llahac FL i2349 Rhone 850-467 1&24 The State of Florida is an AA(EEO employer. CoovrioM 2007-2013 tg of Florida :: P,Liv ys .[g@.A2 FSG nlbility Sta mgnt :: $gfSd Q `,tSdt Et Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant tosection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address Iftheyhaveone. The 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 Chap e11 address which can dick be made here • available to the public To determine H you are a licensee under er 455, Product Approval Accepts: 0WN NE Credit• Safe cCCU iI'NiEz'alCS L- _. I1......,.. -171 r4,41ki r;l Ainrt nrts/nr/nr ann Irf army 11/29/2017 Florida Building Code Online Page I of 2 cla A. Banes NsPialk A, 6 I Product Approvalr0USER. Public User EQaWq_A22,9vgl Menu > Pr2dUCt or agicadorLSgatch AWAUUMM8 I Application Detail FL # FL12194-RS Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL33634 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 n Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden 2 Validation Checklist - Hardcopy Received Certificate of Independence FL12194 RS Q01 ALC15001.2 Evaluation Rej2g-rL2D-X4--FK-Q-4T4 Soffits - FINAL2d Referenced Standard and Year (of Standard) Standard AAMA 1402 Equivalence of Product Standards Certified By Sections from the Code Year 1986 t-- i i. ....... nro/nr/ni- ;;nn fit(.A-.;DX?Daram=wGEVXQWtDquk..- 11/29/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Caption D Date Submitted 06/14/2017 Date Validated 06/14/2017 Date Pending FBC Approval 06/19/2017 Date Approved 08/08/2017 Date Revised 09/06/2017 C,rm— of Products FL # Model, Number or Name Description 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Installation Instructions FL12194 R5 II AL 15Q01 2 Evaluajgn Report 2014 Fig. Approved for use in HVHZ: No T4 offits - FINAL DdfApprovedforuseoutsideHVHZ: Yes Q4 Verified By: Zachary R. Priest PE-74021ImpactResistant: N/A Created by Independent Third Party: YesDesignPressure: +80/-90 Other: See Evaluation Report for limits of use. Evaluation Reports ALC15Q01 2 Evaluation Report 2014 FBC Q4 T4 Soffits - FINAL odf Created by Independent Third Party: Yes The State of Florida is an A VEEO employer. f :: Ldy nt :: AQQ=,`51911ity Ste m nt :: BfyR1 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 sendelectronicmalltothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an ailaddress which can be made here • available to the public To determine if you are a licensee under Chap 455, Prod(( ucttA Approval Accepts: Imo, Credit• Safe Se curitymLrRIcs f..- flrr;rinF,ri;lr"l;na nra/nr/nr anneitl.asox?oaram=wGEVXQwtDquk... 11 /29/2017 EK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE!5P' EDmON (2014) Manufacturer: ALUMINUM COILS, INC. issued August 27, 2015 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA91 10) SCOPE Category: Panel Walls Subcategory: Soffits Code.Secflons: 1404.5.1,1710.9.4 Properties: Wind Resistance REFERENCES f ntity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TSTI 577) CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02401 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-0.2 AAMA 1402 1986 LimiwioNs 1. This report is not for use in the HVHZ 2. Design wind loads shall be determined in accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 4. installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of ' existing substrates. Ad[ data shall be. reviewed by a qualified design professional to ensure the fastener withdrawal meets of exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. PRODUCT DESCRIPTIONS US'* F-Channel Preformed nominal 0.01 64nch thick, 3105 H-1 4 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.0164nch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.01 94nch thick, 3105 H-1 4 aluminum fascia. See Appendix D for dimension drawings. ALCI5001 FL12194-R3 Page I of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLG 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. ALUMINUM COILS, INC k. CREEK Soffits TECHNICAL SERvlcF-s, LLC PRODUCT DESCRIPTION 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in Ain.ft for the 'full ventconfigurationand11.1 in2/lin.ft and for the 'center vent configuration. See Appendix D for dimension drawings. FUL, WE iC CBM VENE Soffit h12" T4 S. Preformed nominal 0.01354nch thick, 3105 H-14 aluminum soffit Ranels provided in 12- inch sections. -fbe reported net free ventilation areas are 12.5 in /lin.ft for the 'full ventconfigurationand4..2 in2fiin.ft for the 'center vent configuration. See Appendix D for dimension drawings. FL12194-R3 2 of 3 ALCISDOI Buie 61 G20-1 The manufacturer shall notify CREEKThisevaluationreportisprovidedforStateofFloridaproductapprovaluncle' ' tuTechnicalServices, U-C of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 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 BuildingCode5hEdition (2014) as evidenced in the referenced documents submitted by the named manufacturer. R No 74021 10 53 STATE OF *'JJ ONACC CERTIFICATION OF INDEPENDENCE 2015.08.27 07:05:00 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing of 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) ALC15DOI FL12194-R3 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3- The manufacturer shall notify CREEKTechnicalServices, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does n6t express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. y CREEK TEci-iNiCAL SERviGF_s, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1710.9.4. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below, 3. Refer to INSTALLATION section of this report for installation detail when the Information Is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber, Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project, 7. Typical fastening details are follows: ALCI5001 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 Location 4/ c. 16" Q4 Soffit —16-Inch o.c. Fastener Fastener Location Location FL12194-R3 Page 1 of 7 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,. installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit— 8-inch o.o. Fastener Location L- Fastener Fastener Location ALUMINUM COILS, INC Soffits Approved. Sstem Numbers -.and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved S stems for 12-Inch Overhang with J-Channel JQFA Approved Systems for 16-Inch Overhang with F-Channel jkJA Approved Systems for 16- nch Overhang with J-Channel 24F-# Approved Systems for 24-Inch Overhang with F-Channel 24J-# Approved systems for 24-inch Overhang with J-Channel " Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F- Channel Attachment Substrate Panel Attachment Fascia Cap Attaehmerit One ( 1) min. 3/8-Inch head dia. nail, One (1)min. 3/8 x 3/8-inch One (1) min, 1 3/4-inch long x 0. 0724nch dia. x min. 3116- 12E- 1 Max. 16- Inch Wed min, 1,25-Inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail tdOA o. c. 24-inch o.c. c spaced 36-Inch o.c. Three ( 3) min. 3/4-Inch x 114-inch One (1) min 314-inch x 1/4-inch One (1) min,1 3/4-Inch long x 0. 072-inch dia, x min. 1/4-Inch 48 12172 Max. 164nch Wood crown staples in diamond pattern Wood crown staple spaced 8-Inch o.c. head dia. trip nail spaced 48- 64.2 spaced 24- inch o.c. and securing each panel lap Inch o.c. One (1) min 314-Inch x 1/4-inch One (1) min. 1 3/44nch long x 12F-3 Max. Masonry One ( 1) 14 ga. 5/8-Inch long T nail spaced 6- inch o.c. Wood crown staple spaced 8-inch o.c. 0.072- Inch dia. x min. 1/4-inch head dia, trip nail spaced 48- 48 64. 2 16-InchandsecuringeachpanellapIncho.c. ALC15001 FL121. 94-R3 Page 2 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. GREED TECHNICAL, SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with JI-Channel Wall Connection Eave Connection System Panel MDP psiNo. Width Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap AttachmentAttachment Three (3) min. 3/4- Inch x 1/4-inch crown. One (1) min. #8 x 1/2-inch long x 3/8 inch head diameter One (1) min 3/4 inch x One (1) min. 1 3/4-inch long x 0.072-Inch dia, x min. 1/4-Inch 48 12J-1 Max, 16-inch OOd staples !n diamond screw spaced 18-inch o.c. Wood 1/4-Inch crown staple spaced 8-inch o.c.. head dia. trip nail spaced 48- 64.2 pattern spaced 24 connecting soffit to J channel inch o.c, Inch o,c, Approved Systems for 16-inch overhang with. F-Channel Wail Connection Eave Connection System Panel MDP psiNo. Width Substrate F-Channel Substrate Panel Attachment Fascia Cap AttachmentAttachment One (1)18 ga. 1/4-inch crown x One (1) min. 1.75-1noh x 0.072-Inch diameter 16F-1 Max Masonry One (1) 14 ga. 5/8-inch long T naii Wood 1-inch leg staples spaced max. finishing nail with min. 3116- i53.3 2-Inch spaced max. 8-Inch o.c. 4-inch o.c, and securing each inch head spaced panel lap 12-inch o.c. Three (3) 18 ga.1/4-Inch crown x 1- One (1) 18 ga. 114-inch crown x 1-Indh leg staples spaced max. One (1) min. 1.75-Inch x 0.072-inch diameter 1614-2 Max. 12-inch Wood inch leg staples in diamond pattern wood 4-inch o.c. and securing each finishing nall with min. 3/16- Inch head spaced t53,3 spaced 16 inch o.c. panel lap 12-Inch o.c. One 1 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 314-Inch long x 0.072 inch dia. x min. 16F-3 Max. Wood 1.25 inch embedment spaced 24 Wood crown staple spaced 16 inch 3116-inch head dia. trim nail t25.6 16-inch Inch o.c. O.C. spaced 36-inoh o.c. One (1) min. 1 3/4-Inch long Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 314-Inch x 114-inch x 0.072-inch dia, x min. 1/4- 27 16F 4 16-inch Wood crown staples in ddiamond pattern Wood crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced inchp spaced 48-inch o.c. ALC15001 FL12194-R3 Page 3 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNiCAL SERVICE'S, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width ps Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-Inch x diameterflng16F-5 Max 16-inch Masonry One ( 1)14 ga. 5/8-inch long T nail spaced 84neh o.c. Wood 14noh leg staples spaced 4- Inch o.c. and securing each l with min. 3/16- finishingnailn43.3 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. 1.75-inch x 0. 072-inch diameter 16F- 6 Max. Wood Inch leg staples in diamond pattern Wood 1-inch leg staples spaced 4- inch o.c. and seouring each finishing nail with min. 3/16- 43.3 16- inch spaced 16-Inch o.c, panel lap inch head spaced 16- inch o.c. Approved Systems for 16-Inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width Psi Substrate J- Channel Attachment Substrate Panel Attachment Fascia Cap Attachment One ( 1) min. 1 3/4-inch Max' Three ( 3) min. 3/4-Inch x 114-inch One (1) min 3/4-Inch x x 0.072-inch dia. x in. 31.5 16J- 1 16-Inch Wood crown staples In diamond pattern Wood Inch .c crownstaplespaced8-inch o.c. min. 1/4-inch head dia. trip 131.4 spaced 24-inch o.c.. pnail spaced 48-inch o.c. ALC15001 FL12194-R3 Page 4 of 7 This evaluation report Is provided for State of Florida. product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 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 Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment No. Width Psfi Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-Inch leg Three (3)' 18 ga.114- No2 SYP anchored to staples spaced 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-Inch x 24F-1 Max. Wood Inch crown x 1-inch leg staples in rafter with one each panes lap Wood inch crown x 1-inch 0,072-inch diameter finishing nail with min. 80l-90 12 inch diamond pattern min, 2.25- One (1) min. 1.75-Inch staples spaced 8- inch 3/16-Inch head spaced spaced 16-inch O.C. inch x 7d rangIn shank nail x 0.072-inch diameter ocleg 12-inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-Inch leg Nominal 1x2 staples spaced Onp (1) min. 1.5- No.2SYP 121nch o.c. securing One (1) 18 ga.'1/4- One {1j min. 1.75-Inch x Max. Inch x 11 ga. anchored to each panel lap Wood inch crown x 1-Inch 0.072-Inch diameter finishing nail with min. 801 24F-2 12-inch Wood smooth shank roofing nail spaced rafter with one 1) 7d x 2.25- One (1) min.1.75-Inch leg staples spaced 8- inch o'0' 3/ 16-inch head spaced 76. fi 16- inch o.c. inch ring shank x 0.072-Inch diameter 12-inch o.c. nail 244nch o.c. finishing nail with min. 3116- Inch head spaced 4- Inch o.c. One ( 1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced No. 2 SYP 12-Inch o.c. securing One (1) 18 ga. 1/4- One ( 1) min. 1.75-inch x One 1)14 a. 5/8- 9anchored to each panel la pp Wood inch crown x 1-inch 0. 072-inch diameter finishing nail with min. 80/ 24F- 3 1211n h Masonry inch long T nail spaced 8-inch o.c. rafter with one 1) 7d x.2.25- One (1) min. 1.75-inch leg staples spaced 8- inch o.c. 311. 64nch head spaced 76. 6 Inch ring shank x 0.072-inch diameter 12-Inch o.c. nail 24-inch o.c, finishing nail with min. 3/ 16-Inch head spaced 4- inch o.c. ALC15001 FL12194-R3 5of7 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. RMCREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems fbr 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width PST) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap AttachmentAttachment One (1) 18 ga.1/4-inch Nominal 1x2NNorm crown x 1-inch leg Three (3) 18 ga. 1/4- SYP staples spaced 12-Inch o.c. securing One (1)18 ga.'1/4- One (1) min. 1.75-inch x Max, Inch crown x 1-inch anchored to rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min. 2.25- Wood le staples aced 8- g P P finishing nail with min. 9 801-60 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch o.c, and securing 3/16-inch head spaced spaced 16-Inch o.c. shank. nail x 0.072-Inch diameter each panel lap 16-inch o.c. 24-inch o.c. finishing nail with min. 3/16-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 Inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-Inch diameter 24F- 5 Max. Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 16- inch roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. and securing 3/16-Inch head spaced 16- inch o.c. inch ring shank x 0.072-inch diameter each panel lap 16-inch o.c. nail 24-inch o.c. finishing nail with min 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced No. 2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x One ( 1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 24F- 6 Max. Masonry Inch jongT nail rafter with one Wood leg staples spaced 8- finishing nail With min. 801-60 16- Inch spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. and securing 3116-Inch head spaced I ring shank x 0.072-inch diameter each panel lap 16-Inch o.c. nail 24-inch o.c. finishing nail with min. 3116- inch head spaced 44nch o.c. ALC15001 FL12194-R3 Page 6 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. C SEEK TECHNICAL Si;RvicEs, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 244nch overhang with J-Channel Wall Connection Center Connection Eave Connection MDP System Panel PsI No. Width Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap AttachmentAttachment Nominal 1x2 No.2 SYP scabbed between rafters with one 0) One (1)18 ga.114-inch Nominal 1x2 min. 2.25-inch x 7d ring shank nail crown x 1-inch leg No.2 SYP Three {3) 16 stralght-nailed through staples spacedpp 12-Inch O.C.securing One 1 18 a.'/,- g One {1) min. anchored to ga.1J4-inch crown ihe.rafter into the end each penal lap Inch crown x 1-inch diameterx0.072-inch diameter 24J-1 Max. rafter with one x 1-inch leg of the batten or two (2) 7d Wood leg staples spaced finishing nail with min. i60 12-inch 1) min, 2.25- staples in diamond min. 2.25-inch x One (1) min.1.75-Inch 3J16-inch head spaced Inch x.7d ring pattern spaced 16- ring shank nails toe- x 0.072-inch diameter 8-inch o.c, 12-inch o.c, shank nail inch o.c. nailed on either side of the batten at each finishing nail with min. 24-inch o.c. battenlrafter 3/16-inch -head spaced Intersection. Max. 4-inch o.c. rafter spacing Is 244nch o.c. Nominal 1x2 No.2 SYP scabbed between rafters with one (1) One (1) 18 ga.114-inch Nominal 1x2 No.2 SYP Three 3 16 min. 2.25-Inch x 7d ring shank nail straight -nailed through crown x 14nch leg staples spaced One (1) 16 ga. /.- One (1) min, 1.75-hich anchored to ga.114'-inch crown the rafter into the end 12-inch pa securing each panel lap inch crown x 1-inch x 0.072-Inch diameter Max, rafter with one x 1-inch leg of the batten or two (2) Wood le staples spaced9P finishing nail with min. t53.3 24J 2 16-Inch. 1) min. 2.25- staples in diamond min. 2.25-Inch x 7d ring shank nails toe- One (1) min, 1.75-inch 8-Inch o.c. and securing each. panes 3/16-Inch head spaced inch x 7d ring pattern spaced 16- nailed'cn either side of x o.o72-inch diameterfinishing lap 16-inch o.c. shank na!l 24-Inch o.c. inch o.c, the batten at eachat naii with min. 3116-Inch head spacedbattten4-Inch o.c. Intersection, Max. rafter spacing is 244nch o.c. ALC15001 FL12194-R3 7of7 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. GREED TECHNICAL. SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix S INSTALLATION Note - Refer to the APPRoUED SYsTEMs section of this report for additional Installation details of a selected system and maximum design pressures limitations. System No, I Installation Detail 12F-1 & 12F-3 Min. 3/8" hand dia. nail with min. i)4" angagement(for wood substrate) or min.. 0..097" dia. T-nail or stub nail with min,'5%B" sngagement(for concrete or block substrate), spaced as noted above, FASCIA .SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL Wood, concr— or Block 'W FASCIA LIP 1/4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. l—PAINTED S.S. 1 3./4" TRIM NAIL MIN. 5 NAILS PER 12r PIECE SOFFIT & FASCIA DETAIL ALCI5001 FL12194-R3 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality 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. CREEK TF-CHNICAL SERVICES, LLC 12F-2 No. I Installation Detail 3/4" X 1 /4" \ CROWN STAPLES' USING A DIAMOND PATTERN I F' CHANNEL CAN BE INSTALLED WITH THE NAILING FLANGE UP OR DOWN WOOD SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B OPEN RAFTER ; " 37APLE2 SOFFIT STAPLE DIAMOND PATTERN DETAIL 3f8' 7CTYCLH / STAPLES FACIA HOARD i CAP 3/4" X 1 /4" CROWN STAPLE'"8" ON CENTER 1-3/4" TRIM NA11 PAINTED S.S. 48' O.C. SOFFIT -max. 12-inch span 1-3/4" TRIM NAIL PAINTED S.S. SOFFIT FACIA HOARD FASCIA CAP 3/4" . X 1 /4" CROWN STAPLE SOFFIT & FASCIA D, ETAI L ALC15001 FL12194-R3 Page 2 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 spe6ificaliy addressed herein. GR K TECHNICAL. SERviCEs, LLC ALUMINUM COILS, INC Soffits Appendix B System No, lnslallation Detail OPEN RAFTER 3/s "°i `' SOFFIT STAPLE olsT E.'r DIAMOND PATTERN I FACIA BOARD i ; DETAIL. STAPLES / 3/4" X 1/4" CROWN STAPLE "24' \'----- ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 3/4" X 1 %4" CROWN STAPLE "8" ON CENTER J CHdANNEuoEEit 1-3/4" TRIM NAIL-1 with one(l) :ii's x PAINTED S.S. 48" Sf2" x 3/8" head O.C. diameter screw, 16" 0.0. SOFFIT —max. 12-inch span WOOD OR BLOCK SUBSTRATE 1-3/4- TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4" X 1/4" CROWN STAPLE SOFFIT & FASCIA D ETAI L ALC16001 FL12194-R3 Page 3 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty,. Installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INC SoffitsCREEK TECHNICAL, SERVICES, LLC Appendix B System No. Installation Detail 1'j- T74FASCIA FASCIA BOARD PAI CAP 1"a;" CROWN STAPLE OPEN RAFTER FASCIA BOARD 16 F-1 14BAS/IrI-A R SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT 1 FASCIA DETAIL F' CHANNEL SOFFIT; MAX: 16" SPAN MASONRY SUBSTRATE ALC15001 FL.12194-R3 Page 4 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL. SmvicEs, LLC No. I Installation Detail Min. 3-/8" head dia. nail with min. 1U" engagementIfor wood #u):rstrata) or min. 0.09711 dia. T-nail or stub nail with min. 5/,811-en9agement(for concrete or block alujbstrate) > spaced as, noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 I I 1 11 \—"F" CHANNEL Wood, Concrete or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1/4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT -,& FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALCI5001 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 thl , s report Is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. r GREED TECHNICAL SERVICES, LL.0 16F-4 No. I Installation Detail 3/4" X 1 /4' ---, CROWN STAPLES USING A DIAMOND PATTERN I F' CHANNEL CAN BE INSTALLED WITH THE NAILING FLANGE UP .OR DOWN WOOD SUBSTRATE' 1-3/4' TRIM NAIL PAINTED S.S. 48" O.C. ALUMINUM COILS, INC Soffits Appendix B OPEN RAFTER i, sTAnss SOFFIT STAPLE DIAMOND PATTERN DETAIL 7ET1/ELii J STAPLES FACIA BOARD CAP 3/4' X 1/4" CROWN 1-3/4' TRIM NAIL FACIA BOARD STAPLE "a' ON CENTER PAINTED S,S. AJr* SOFFIT —'max.. 16-inch span FASCIA CAP 3/4" X 1/4' CROWN STAPLE SOFFIT -- SOFFIT & FASCIA DETAIL ALC16001 FL12194-R3 Page 6 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout theduration 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, LL..0 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 1" TRIM NAIL FASCIA BOARD PAINTED S.S. t IFASCIACAP SOFFIT 1"x CROWN STAPLE OPEN RAFTER FASCIA BOARD 1-4- CROWN SOFFIT & FASCIA STAPLES USWA DIAMOND DETAIL PATTERN: REFER TO 1617-2 & SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP: REFER \ TO SOFFIT L FASCIA / 3" DETAIL 8 F" CHANNEL 3/8' SOFFIT: MAX. 15" SPAN WOOD___,-" SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. MICREEK TECHNICAL. SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. installation Detail OPEN RAFTER 3/4s X \\, SOFFIT STAPLE olsr Ii DIAMOND l DETAIL PATTERN FACIA BOARD ' STMLE3 / 3/4" X 1/4" CROWN STAPLE "24" ON CENTER USING -A DIAMOND PATTERN FASCIA CAP 16J-1 fill- 3/4- X 1/4" CROWNCIA 8" 1— Cti WNEL HOARD STAPLE ON CENTER 4MAIL. PPAINTED1-3/4" TRiM NAIL S.S. 48" FASCIA CAP O.C. X 1/4- WN STAPLE SOFFIT —max. 16-inch span. SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC15001 FL12184-R3 Page 8 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. REEK TECHNICAL SERVICE'S, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Ittstallalioti Detail 1 }' TRIM NAIL FASCIA BOARD PAINTED S.S. 1-Ai- CROWN' FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN; REFER TO 1"xt' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL i TRIM NAIL FASCIA BOARD PA117EO S,S, SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 1-XI' EROWN STAPLE FASCIA CAN REFER TO SOFFIT J FASCIA DETAIL attenl I"a4' Batten Anchoredd to SOFFIT; MAX, 31' jll I F-CNANNEL Rafters with one 7d Ring Shank Nah At J every Rafter !/ WOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15O01 FL12194-R3 Page 9 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality 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 ALUMINUM coils, INC soffits TECHNICAL .SERVICES, LLC Appendix B System No. Installation Detail I i- TRIM MAR. FASCIA BOARD PAINTED S.S. IT SMOOTH SHARK - - FASCIA CAP ROOF NAILS SOFFIT I-xj- CROWN STAPLE it, TRIM NAI FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-2 & 24F-5 r4° CROWN STAPLE FASCIA CAP; REFER TO SOFFIT L FASCIA F- WOOD Sul ALC15001 FL12194-R3 Page 10 of 12 This evaluation report Is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orqualityassurancechangesthroughoutthedurationforwhichthisreportIsvalid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. R C EEK ALUMINUM COILS, INC Soffits 0 TECHNICAL, SERVICES, LLC Appendix B System No. Installation Detail 1 J" TRIM NAIL FASCIA BOARD PAINTED S,S. 14OA i T-NABS SOFFIT FASCIA CAP i"x}" CROWN STAPLE 1 i" TRIM NAIL FASCIA BOARD PANTED S.S. SOFFIT & FASCIA DETAIL 24F-3 & 2417-6 i"xl" CROWN STAPLE FASCIA CAN REFER TO SOFFIT 1 FASCIA DETAIL Ntminat 1"x2" SYP Batten Anchored to SOFFIT; MAX. 26" F-{NANtiEL Ratters with one Td Ring Shank NAR at every Ratter MASONRY ALC15001 FL12194-R3 Page 11 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assuranoe changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, GREED TECHNICAL" SERVICES, LLG ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 11" 71101 NAIL FASCIA BOARD PAINTED S.S. 1'xl' CROWN FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERNr REFER TO CANTILEVERED" rq- CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAIL FASCIA BOARD SOFFIT & FASCIA i }" TRIM HAIL DETAIL. PANTED SS. 24J-1 & 1'r}' CROWN STAPLE 24J-2 FASCIA CAP; REFER \ TO SOFFIT 1 FASCIA DETAIL / 8" Nominal 1' x 2" SyP battens \ \ scabbed between rafters and SOFFITI MAX. 24" 1-CHANNEL secured with one (1) 7d ring hank hall ouaight-nailed through the ran rinto The and W000 SUBSTRATE of the batten or Iwo (2) 7d ring ejwnk name toe•nalled on _ either side of the bottom at the bausnironer inisrsection \ / SOFFIT STAPLE DIAMOND PATTERN ALCI5001 FL12194-R3 . Page 12 of12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, m+8 Soffits TEoeNIcAll- SeRnoF_s.LLC Appendix DESIGN WIND LmvDm The following tables provide desig n wind loads forcomponents and cladding In accordance with Section 1609.1 of the FBC and ASCE 7-10 under.the following provisions: Wind speeds for risk !.U.U|.and |Vbuildings shall b000defined \nSection 10O8ofthe rBC. 8 O and shall o nod|ns obun10U8ofUheFBC Exposure , . s a be . 3' DesignxN—kadnempm dndoniyhorvna)s uav0thameonmofha1ght|eoothenorequalto0O'M. 4' /Vl'calculations ambased onanoffa vev ndmmaof10 forless. 5' Topographic factors such npmon mcvhiUmh vobe nexdudnd nmtheano\yaiy m p o mou oueoua . S Wind nU factor, K^= n.0O 7' V* is-shown-'-----' b| pobo| D gn ssu sa,=mv0pHodbyo.O|nacoovdoouowdthSerUonl01O.34nfUxoFBC. O' p ^eo v U roof heights greuter\hun8O1lohmUbwo«alumtedbyaUo*»snddedQ»P'ofeu»io»oio,(O/|x eenRoofHe&0. whichever is S. Zones 4and 5shall beUe8neuamshownDimensionuo. Dimension "a",shall / u v*u/the == ho rizontal dimension i smaller, but not loss than either 4% of the least horizontal dimension or 3-ft. of CREEK ALUMINUM COILS, INC Soffits TECHNICAL. SERVICES, LLC Appendix C Design Wlnd'Pressures.for-Soffits iniEx osure8 . Mean' SaslcWind S eed' m h uilding Zone Roof 120 1,3D 50 160 170 1 190 200 HTypeeightf 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9-42.2 46.8 25 16.9 19:8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 4 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50 19.5 22.9 26.5 30:5 34.7 39.1 43.9 Enclosed 60 20.5 24.0 27.8 32.0 36.4 41.1 1 46.0 I Negative 2fl 28.3 32.5 37.0 41,7 46.8 52.1 57.8 Loads) 25 24.4 28.3 32.5 37.0 41.7 46.8-52:1 57.8 30 24.4 28.3 32.5 37.0 41.7 46.8 52.1-57.8 5 40 M- 20.8-24.4 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 28.2 32.8 37 6 42.8 48.3 54.1 60.3 66.8 60 29.6 34.4 1-39,5 44.9 50.7 56.8 63.3 70.1 20 14.7 16.9 19.2 21.7 24,3 27.1 30A 25 14.7 16.9 19.2 21.7 24,3 27,1 30.0 30 14.7 16.9 19.2 21.7 24.3 27.1 30.fl 4 40 M12.514 16.0 18.3 20.8 23.5 26.4 29,4 32.5 50 170Enclosed. 60 1 17,8 1 20.5 I 23.3 111126.3 29.5 32.9 36.4 Positive 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30,0 Loads) 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27,1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24,3 27.1 30.0 5 40 11.7 13.8 16.0 18•.3 20.8 23.5 26.4 29,4 32.5 50 12.5 14,7 17,0 19.5 22.2 25.1 28.1 31,3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29:5 32.9 36,4 ALC15091 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 orqualityassurancechangesthroughoutthedurationforwhichthisreportisvalid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addfessed herein. CREEKEEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Desi n Wind Pressures forrSoffits in Ex osurwC Building Type Zone Mean",Basic`Wind_S' Roof Hei ht ft eed mph) 120 130 " ' 140 150 160 170' ' 160 1,90 200 20 21.7 25A 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 Enclosed 4 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29A 4.1 1 39.1 1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 1 39.6 4545 51.8 58.4 65.5 73.0 80.9 5 40 30.9 36.3 1 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 J -44.1 50.6 57.6 65.0 72.9 1 -81.2 89.9 60 33.6 39.4 45.7 52.5 1 -59.7 1 -67.4 75.5 84.2 93.2 20 13.9 16.3 18,9 21.7 24.7 27.9 31.2 34.8 3&5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 Enclosed. 4 30 15.1 17.7 20.6 23.6 26.9 30,3 34.0 37-9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 193 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 1 23.7 27.2 31.0 35.0 39.2 43.7 48.4 positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 1.8.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 1 16.8 1 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 1 17.4 1 20.5 1 23.7 1 27.2 31.0 35.0 39.2 1 43.7 48.4 ALC15001 FL12194-R3 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes .or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. GREED TECHNICAf„SERYICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind, Pressures for, Soffits;in,Exposure D Building Type Zone Mean Roof" Height it Basic.Wind S eed mph) 120 130' 140 " -". 150 160 170 180 190 200 4 20 2 ,0 30.5 35.4 40.6 46.2 52.2 58.5 65,2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 Enclosed 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40,4 46.9 53.8 61,3 69.2 77.5 86.4 95.7 40 36.2 J 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51-4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38,9 43.3" 48:0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44,8 49.7 Enclosed 4 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads), 5 20 16.7 19.5 22.7 26.0 29.6 3344 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49,7 40 18.8 221 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23-0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 2C 2 23.7 27.5 31.6 35 9 40.5 45.4 50.6 56;1 ALC15001 FL12194-R3 4of4 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance 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 ate not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 318 J-Channel 3/4" --1 1/8" HEM 1 5/8" T 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 orqualityassuranceohangesthroughoutthedurationforwhichthisreportisvalid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 7/8" 1/8" HEM 6"FASCIA 3" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 Page 2 of 4 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. 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 1611 Q4 Soffit 25 TM. 0.126 TYP. 18"'BLAAK 3 / 8 PRORI E 2.625 REF. TYP. aaaa flflflfl aflflaflfl flflflflfl flflaflafl LSNNERS FORMED IN SAME L)1RECDON AS Pies) ALUMINUM COILS, INC Soffits Appendix D ALCI5001 FI-12194-R3 Page 3 of 4 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orqualityassurancechangesthroughoutthedurationforwhichthisreportIsvalid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. r0iiII11111111111 CREEK0TECHNICALSERvicEs, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 3 1/8" 3 1/8" 3 1/8" 5/16:' 1/2' 1/2" E1/ 2" 112 all l11- 1 M. A kil/ 2.625 REF 50 TV- 25 TYP. 0.125 TYP. O aaoo aaa a a aa aoaoao MVERS FORMW IN SAME DME"ON AS Mes) END OF REPORT ALC150G1 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 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 spedfically addressed herein. Florida Building Code Online Page 1 of 1 pF. ""^or"i''. ..-Y-i fT,t '+ '3yg" .r i ar !-' r %.' c :i , rory a product Approval use,: Public UserObprduttAoorgvalMenu > Prodt , pf A_gPlicatlon arch > Application List RPflfte Sear h ra Search Criteria Code Version 2014 FL # 5444 ALL Application Type ALL Product Manufacturer AL. Category ALL Subcategory ALLApplicationStatusALL ALL Compliance Method Quality Assurance Entity Contract Expired ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Product Description Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL earch Results - a Icaciuns - FL# Type Manufacturer Valjdated By a u FL5444-Ri r Revision CertainTeed Corporation -Roofing John W. Knezevich, PE Approved Category: Roofing (954) 772-6224 History Subcategory: Asphalt Shingles rn< anc and/or the commission If necessary. ontad :: 260I Bair Stone Road Tall h gg Phone' 8Sn-4fi7-1824 The State of Florida is an WEED employer. rgDv . hn„ t 7007 2013 State of Florida :: Privacy Sta meet :: Ac ibility Statemgnt :: R t, rid ,..„Statement e to a ublic-records request do not Under Florida law, email addresses are tact records. b Y u do not want your e-mail address h ne or try traditional mail. If you have any questisedinons, pleasecontact 50.487,1 45. Pursuant elem'onit all to this entity. Instead, contact the office by PSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under ChapterHoweverF.S. must preside the Department with an email address I if you do not wish to they have onal The email leprovidedrovide the Department withal communication an email addresswith which the Icannbe made available emailaddresses the public. c. To detare erminnee if you am a licensee under supply a Personal address, R Chapter 455, F.S., please dick here Product Approval Accepts: aWx Ei® Fccurit oa l l,," r - --- 1-4.. ,., 11 /29/2017 Florida Building Code Online Page I of 2 N2131 " 1 d a lle"Ok Irbnon'dhOF-JrtI Product Approval USER: Public User rctt 4 1 M . p,odgg or 822li h AM L='—On limit > ApRlicaUon Detail FL # FL5444-Rll Application Type Revision Code Version 2014 Application Status Approved Comments Archived 0 CertainTeed corporation -Roofing Product Manufacturer Address/Phone/Email 20 Moores Road Malvern, PA 19355 610) 893-5400 mark.d.hamer@saint-gobain.com Authorized Signature Mark Hamer mark.d.hamer@saint-gobain.com Technical Representative Mark D. Harrier Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark.D.Hamer@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 C-1 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the 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 W/ Validation Checklist - Hardcopy Received Certificate of Independence F1 5444 R11 Col 2017 01 Q01 Niemingn. odf Referenced Standard and Year (of Standard) Standad X= ASTM D3161, Class F 20092009 ASTM D3462 ASTM D7158, Class H 2008 Equivalence of Product Standards Certified By Sections from the Code 1. . i —/—/mr eqf-1 arny?n;;rAm=wGEVXOWtDQta... 11/29/2017 Florida Building Code Online Page 2 of 2. Product Approval Method Method 1 option D Date Submitted 06/06/2017 Date Validated 06/08/2017 Date Pending FBC Approval 06/09/2017 Date Approved 08/08/2017 Date Revised 09/07/2017 of FL # Model, Number or Name 5444.1 CertainTeed Asphalt Roofing Shingles Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A other: Refer to ER Section 5 for Limits of Use Description 3-tab, 4-tab, strip (no -cut-outs), laminated -and architectural asphalt roof shingles Installation Instructions 44 R 1 rr 2017 0:6 NAL R CERTAINTELQ ASPhalt Shingle F15444-R11.Ddf Verified By: Robert Nieminen, PE PE-59166 Created by Independent Third Party: Yes Evaluation Reports F444 RlI AE 2017 06 FINAL ER CERTAINTEf"D Asah,lt Shingle FLE444-RI odf Created by Independent Third Party: Yes Contact Us :; 3,601 BI it Stone Ro_d Taltahasseg FI. 37.399 Phon • BSO-467-1824 The state of Florida is an AA/EEO employer. ri 7- I :; Privacy Sta m nt :: A2mu1bility Statement ; R.sIuIt4aS 1 It1€nS 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 notsend pursuant toelectronicmail to this entity. Instead, con bdQ a officeby phone licor 1 es traditional licensed under Chapter4SSou have a F. S. mustny oprovde the Departmentwithanleasecontact5emailaddress V section 455onc T ), Florida Statutes, they have one. The email lea provided provide theDepartmentwithan email address wthiicch licensee. cann be ade available to the public To determine public a if you am a lou do icenwish seedersupply a personal address, P P Chapter 455, F.S., please click here . Product Approval Accepts: W ® L Credft Card safe cc uritti ill= TRIGS r niil...i r'%... _ 1 1 /?O / )nl7 EXTERIOR RESEARCH & DESIGN, LLC certificate ofxuthmrizotioow95u U0 UK-^w 0 IEa^~ 353CH05T|ANSTREET, UNIT #l3 0xF0Ro,[ TO64zD U K U»&UU 8 pH0NE'(2U3)z52-9Z4s FAX: ( 2O3)2O2-9Z43 EVALUATION REPORT Evaluation Report 3532.09.05-1111 20Moores Road Date ofIssuance: Vg/22/2»0S Sc»pu This Evaluation Report is issued under Rule 6lG2O and the applicable rules and regulations governing the use of uadon e abinth ateufRuhda' Thedoc men nnsubmh edhasbernre ewedbyRobe Nien8nen,p.E.mr oonstmcu«»nv d the Florida Building an d —d Florida BuildingCod Residential Volume. The products described use »fthe pmg« ctunua end/ve:roumpUan~.ththe~ [didon VoRohda8ui|ding[ndeserDonsnmedherain. heeinkave eenevo/ DESCRIPTION: CertanTee6Asphalt RoofingShinglesbmsuws: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC15O7.2'I1/Rg05.1\« ab»n Repo»aUd «»|su bmeasd` e named product(s) chanOes tha ref renced Cownwuso ompu woz This mm mvi on nfd`e--dethatre|atetutheproductchanQe. Acceptance of this Uwa|ityAsmmncedocumentabo»c an es'o/ p " b Ni i p Eva|uadonRepo bythe named dientconsbtutesagreement to» o fyR» e emnem' . ifthe product changes orthe iev»of hisEva|ua ion Report Quality Assurance documentation changes. T nityJERD requires acompleterevrelativetoupdatedCoderequirementswitheachCodeCycle. b displayed in ADVERTISEMENT: The Evaluation Report number preceded by the words ^ Thnity!ERD Evaluated"may e advertising literature. |fanypo ionuftheEva|ua onRepo isdisp|ayed,thenitshaUbedoneinitsendrety. mspscnow' of this entireEva}uodonRepo sha|\beprovdedtotheuserbytbemanufa ure,ori Upon request, a cnpyo distributors and shall beavailable orinspectionatthejobsite atthe request ofthe Building Official. This Evaluation Report consists of pages 1 through 1-2. Prepared by: Robert J.NLmiem\nen,PE. Florida Registration No, 5.9g66, Florida o{ A A^E1983 Product Approval Adminiorstor and to the named client The facsimile seal authorized byRobert *iernmen, P,L on 12/08/2016, This does not serve as an electronically signed document, Signed, sealed hardoopies haw been transmitted to the cERnncA-nmmINDEPENDENCE: d m d a u*0ua afi m ina m m u c h T m|om m m h nm distributing products it evaluates. o numd| nbmunop d»c it o|«a s 2Td tv|snoi'nctpwnc opc tedorco»oUedbyany r»mp»nYman n uhnuorW hutnsprodu fnr 3' nobe niemm,s p.dpnot have nor will acquin a# nan a|inte#\oany company ma . which theevaluationreports are being issued. ) Mnao a|inte `inanyother cndtvinvolved inthe aPP'ma|Proce ofthe 4. Robe nirmm*P.E.does not hav nor "wxacqvre,e .=,` S pmdmabui\dinao,de|wauun m erThnnY|Enonornub« w}emlnen' P.E. are, in any way, the Designer qfRecord rany pn=onwhich t,e|u^uunRepor orp ousv This is esiomthereof, is/was used for permitting ordesign guidance unless retained specifically for that purpose. JTRINITYJERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category; Roofing Sub -Category: Asphalt Shingles CertainTeed Asphalt Roofing Shingles, as produced by CertaInTeed Corporation, haveComplianceStatement: demonstrated compliance with the following sections of the 5 th Edition (2014) Florida Building Code and 5th Edition 2014) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section R[2pe[y Standard Year 2009 1507.2.5, R905.2.4 Physical Properties ASTM D3462 ASTM D3161, Class F 2009 1507.2.7.1, R9051.6.1 Wind Resistance ASTM D7158, Class H 2008 1507.2.7.1, R905.2.6.1 Wind Resistance 3. REFERENCES: Entity Examination Reference Date 05/15/1998 UL (TST 1740) ASTM D3161 94NK9632 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 U L (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 U L (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 U L (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 OSNK22800 06/22/2005 UL (TST 1740) ASTM D3161 R684 09/21/2005 U L (TST 1740) ASTM D3462 05NK08037 06/28/2006 UL (TST 1740) UL (TST 1740) ASTM D7158 ASTM D3161 & D3462 09CA28873 07/23/2009 U L (TST 1740) ASTM D3462 10CA41303 10/07/2010 10/08/2010 UL (TST 1740) ASTMD3161 JOCA41303 10CA41303 10/27/2010 U L (TST 1740) UL (TST 1740) ASTM D7158 ASTM D3161 & D3462 JOCA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 04/22/2014 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9 628) ASTM D7158 TGAH.R684 4786334434 09/16/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161 & D3462 ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC (TST 9628) UL LLC (TST 9 628) ASTM D3161 & D3462 4787195678 02/09/2016 10/26/2016 UL LLC (TST 962 8) ASTM D3161, D3462 & D7158 4787380356 10/13/2016 UL LLC (TST 9 628) ASTM D3462 4787380357 11/08/2016 UL LLC (TST 9628) ASTM D7158 4787390357 11/09/2016 UL LLC (TST 9628) ASTM D3161 4787380357 Service Confirmation Exp. 07/03/2017 UL LLC (QUA 9625) Quality Control Evaluation Report 3532-09.05-1111 Exterior Research and Design, LLC. FBC NON-HVHz EVALUATION FL5444-RIO Certificate of Authorization #9503 Revision 11: I2/08/2016 Page 2 of 1Z rTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 [T7OTI,XTT"I5,X7"3Oand X11"30|Rare fiberglass reinforced, 3-tabasphalt roof shingles. 4Z Arcadiu Belmont-, Carriage House Shan em, Grand [N000r3han ev, Landmor", Landmark' |R, Landmark' Pm, Lan' mark= Premium, Landmark"TL, Landmark' Sobhsand Landmark'So|oris |Rare fiberglass reinforced, laminated asphalt roof shingles. 43 NuubGateT1isafiberglass reinforced, laminated, SBSmodified bitumen roof shingle. 44 Presidential Shake', Presidential Shake= |K, Presidential Shake TL= and Presidential 5u|ahs= are fiberglass reinforced, architectural asphalt roof shingles. 45 Hatteras', Highland S\ ate'and Migb|and8ate |Rare fiberglass reinforced, 4-tabasphalt roof shingles. 4.6 Patriot- is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance anintermiuentshadow|inewbhoont in8b|enddmpsforro|ordefinidon. app e' A s ShanC|e Ridge"^ ShadowRidg". Cedar Crest', Cedar 4 7 Prey|ent|aiAccessur dc essoryfor Hatteras, res[= |x' Normsate Ridge and w "' -ssreinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. 5. Um|TxToms: 51 This is o building evaluation. Neither nor Robert Nieminen, P.E. are, in anyway the veoionsthereot is/was which |u don Reportorprevious Desi nerofRecondforanypn ectunws ,^.~_- -, _ used for permittingordesignguidanceunless retained specifically for that purpose. 52 This a|ua onRepo isnot for use inthe HVHZ 5.3 Re Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings ofthis product 5.4 Wind Classification: noted asd5edinaccor ncew hFGCTab s1507 7'andR9O 6'lto/ 0T 5'1 A|\shim s» herein Hidica n8t eshin es ao b|eforus a||v ndzones D31G,(aFan orA TKA 7z u Class '» eetthisvNnd uptnV, m=l5Omph(V"=194mph).RefertoSecdonGforin»ta||a onpequ! rementstu m rating. 5.4'2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge hi &ideshin8|eshavebeeneva|uatedinaccordancewith/STrND3161,C|ass andNo GateA oory p ridge i use ofB/QFSonu|asdcNp1adhesive »' F. All andmv Go eAccessoryneqv require ' Henkel PLO Polyurethane RoofFlashing & F{ shi Sealant, applied as specifiedin manufacturer's applicationapplicationon instructions, for use inwind zones optoV=u=150mph (V,,u=1g4mph). 5.4'3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific toeach shingle. 5.4.3.1 Analysis in accordance with A5TM D7158 indicates the measured uplift resistance (R for the [e aihTeed roofing shingles listed in Section 4.1 through 4.6 (except Presidential So rb') exceeds the asphalt calculated uplift force (FT) at a maximum design wind speed ofV=« = 1 U mph ( V"x = 194 mph) for residential buildings located in Exposure D conditions with no topographical ca vahations (flat terrain) having mean roof height less than orequal to GVfeet. Theshingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeedminimumrequirements, subject tominimum codified fastening requirements established within any local jurisdiction, which shall takeprecedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and FJ\.C.Rule 61G2U'3. Evaluation Report 5-1111 Exterior Research and Design,uc FL5444- RlO mom+wxzsxxu xnow w.m" Revision 11: iz/08/2016 Page sp,1z 0 I TRINITY I ERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida StatewideProductApproval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current publishedpershingleinaccordancewithFBC1507.2.7 or Section R905.2.6instructions, using minimum four (4) nails 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. 63 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, XT1- 30, XT— 30 IR: LOW AND STANDARD 5LUrt ENGLISH iz, 12"12 305 trim)(30) .(305 min) h+ i" (25 mm) ^ Sealant 1"(25 mm) { 5 518,1(145 min) 5112^p ormoodd te METRIC 13Ve" — 13Ua" *_ 131/8' 1" (25 mm) Sealantlant 1" (25 mm) 61., T Figure 113: usefaur x.0ifor ev"Jult sbimgle. STEEP SLOPE Use four nails and six spots of aspbalt roofing cement* for every roll shingle (Figure 11-4). Asphah roofing cement meeting ASTM D45s6 Type II is suggested. I• _ Roofing Cement Apply 1" (25 min) spots of asphalt roofing cement under each tab corner. Figure 11-4. usefournaas and six $pots ofaspbalt cinnamon steep &topes CAUPIore Excessive use of roofing cement can cause shingles to blister. 6.4.1 Hip & Ridge for CT20TM XT-,25, X1— 30 XT"" 30 IR: Cut Shingles 251. 2„ (5D nxn) emove 771 11 Ii It if il305 Cap .. Cap -- Cap m} Shingle Shingle Shingle Figure 11-24,. as tabs, am trim back to make cap singles ngtish dimemions sbo=). 12' (305 min) 6 1a sh arU sl Q dip°dP Figure 11-25: In Wlatiou of caps along the kips and rktges 6.4.1.1 ForASTM D3161, Class F performance use BASF "Sonolastic' NPiT"" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Cert{frcate of Authorization #9503 FBC NON-FNHZ EVALUATIQN Evaluation Report 3532.09.05-R11 FL5444-R10 Revision 11: 12/08/2016 Page 4 of 12 6.5 LOW AND STANDARD SLOPE Use SIX nails for every hall shingle located as shown below. V(25mm) t'(25mm).. Figure 2: Else six trails for euely full sbiugle. QWINITYIERD STEEP SLOPE use six nails and FOUR spots of asphalt roofing cement for every full shingle as shone below. Apply asphalt roofing cement 1"(25 mm) from edge of shingle. Asphalt roofing cement meeting ASTh1 D 4586 Type II is suggested. t'(25 mm) rr6 mm).-.- Figure 3: Use sir nails andfour spots of asphalt roofing cement on steep slopes. 6.5.1 Hip &Ridge for ArcadiaTM: Cedar Crest''", Cedar Crest'"` IR place fastener 1-inchUsetwo (2), minimum Ia/-inch long fasteners per shingle. For the starter shingle, from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimuminchembedmentintothedeck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and I -inch from each side edge. For ASTM D3161, Class F performance use BASF "SonolasticO NPIT " adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP I or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line to ifrom romeach side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing sidesintotheadhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. Hand - sealing adhesive 4" 1/ 4" 3/ 4" 1" Dab of asphalt cement between 1" shingle layers Evaluation Report3532.09.05-R11 Exterior Research and Design, LLC. FL5444-R10 Certificate afAuthorization Yr9503 FBC NON-FNHZ EVALUATION Revision 11:12/08/2016 Page 5 of 12 6.6 Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. o Ad6 OMI nails iF rwoM& 1%9 TRINITY ERD Steep Slope (greater than 211 : Use SEVEN nails and EIGHT spots of asphalt roofing Gemenr for every full Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle_ See below- Asphalt roofing cement meeting ASTM D4586 Type II is suggested. 8519' 11(2'(3amm}- 22 wmm} or les Sig' (a MM) t' (25 mm) Roofing Cement cl—j8 51a' 22 M4 o —A— 6.6.1 Hip &Ridge far Belmont: 6.6.1.1 Option 1: Refer to instructions herein for Cedar Crest—, Cedar Crest'" IR hip and ridge shingles. 6.6.1.2 O t ion 2: Shangle® Ridge Figure 17-18: Sbangle' Ridge. 18, Exposure Remove tape p from the right side g• and fasten i SECOND Fasten the left side 85 RIGHT FIRST / LEFT Figure 17-19: Installation ofShanglel Ridge shingles on hips and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic' NPI-" adhesive or Henkel "PL' Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Evaluation Report 3532.09.05-R-U Exterior Research and Design, I.I.C. FBC NON-HVHZ EVALUATION FL5444-R10 cert#icate of Authorization #9503 Revision 11: 12/08/2016 Page 6 of 12 6.7 CARRIAGE HOUSE SHANGLE`n AND GRAND MANOR SHANGLE(&: LOW AND STANDARD SLOPE Use five nails for every full Shangle. 25 mm) (25 mm) 558 /8" 5B ( ) 15 mm) 01" Figure 17-4 U.re firs ailsjor arervjtll Gand AlanorSfxrngle, Carriage House Sbangle, or Centennial State. TINITY I ERD STEEP SLOPE Use seven nails and three spots of asphalt roofing cement for every full Grand Manor Shangle. Use five nails and three spots of asphalt roofing cement for every full Carriage House Shangle and Centennial State Apply asphalt roofing cement 1" (25 mm) from edge of shingle Figure 17-5). Asphalt roofing cement meeting AMI D4596 Ilpe 11 is suggested. 11m., Napo' I Figure 17-5, When instatting Grand Manor Sbangtes on steep slopes, use serer Watts and three spots ofaspbalt roofing cement. 6.7.1 Hip & Ridge for Carria a Hause Shan le' and Grand Manor Shan le: Refer to instructions herein for Shangle® Ridge hip and ridge shingles 6.8 LANDMARK"", LANDMARK"" IR, LANDMARK""` PRO, LANDMARK' PREMIUM, LANDMARK'" TL, LANDMARK"m SOLARIS, LANDMARK`" SOLARIS IR, NORTHGATE: LANDMARK TL LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143l4" 12" j (305 mm 375 mm (305 mm}-T- I--1" (25 mmj Release Tape 1" (25 mmj—"1 Nailahle Area NorthGate: wM NAWG 12" X a (305 mm) 25 mm) 1 Figure t3-4, Use four nag$ jor ereq full sbingle 3om) --- ••— (305 m75mm) f0 N44ng araatr for fa. and sWdud xbPe. * (bom 2:12 to 21,12) Nal t*t*WuPPOt & low bws as show above. Evaluation Report 3532.09.05-1111 Exterior Research and Design, LLC FL544 4-R10 Certffrrnte of Authorization #3SR3 Ft3C NON-FIVHZ EVALUATION Revision 11:12/0&/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 ASTiv1 D45s6 Type 1I. Apply 1" spots of asphalt roofing cement unde each corner and at about 12" to 13" in from each edge. METRIC DIMENSIONS 12"-----14314" —12" 305 mm) (375 mm) (305 min) 1 '(25 rrun) 1 (25 mm) 1 Release Tape Nail Area For Steep` 25 mm) _ _ _ Roofing Cement STEEP SLOPE F-11G-\ l TRINITY I ERD LANDMARK TL 131/2" 13" 13112'=--- 343 mm) (330 min) (343 min) 1"(25 min) i "(25 min} Figure 13 5: use six nails andfour spots of asphalt roofing cement on steep slopes NorthGate: 12" 14-3/4" 12" 1-+-(305 min)-- — (375 min J -'- 305 MMH Nangg mits 1,1'(25 mi a ftinwe's. 1"(25 min) 1„ 25 min) Nailing areas for steep slopes {greater than 21:12) and "Stone Nailing" Nail between lower 2 nal Ones as shown above. 6.8.1 Hip & Ridge for Landmark`" LandmarkTM' IR Landmark'" Pro Landmark' Premium Landmark''' TL Landmark' Solaris Landmark'"' Solaris IR NorthGate: 6.8.1.1 Option 1: Shadow RidgeTM or NothGate Accessory 12' 9/e 305mm) g15/1 (MMMM))g15/t6 6 6 (125mm) I (125mm) 150mm) (150mm) Notch for Centering 12 / 305mm) NotchesiarArrgnmentt o the Top Edge of the Previous 7 Capfor5" (125MM) EXPosm English Dimension Shadow RidgeTM t Notch for Centering 131/4' 337mm) Notches for Alignment 1, 15/8" Top Edge of the Previous 198mrLtheCapfor557V(141mm) BTosum I Metric Dimension Shadow Ridge - Evaluation Report 3532.09.05-KU Exterior Research and Design, U.C. FL5444—Ri0 Certfficate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 11:12/08/2016 Page 8 of 12 6.8.1.2 6.8.1.3 a 77Ar D'1211' r1fril- T12b mm} Centering Naich 13114' 337rn} AJiprtUrse s'etctic' top WOO of (194mn) precious coury NorthGate Ridge QI-- J TRINITY I ERD 131/8" 333 mm I 6 51e +{- -6 5/8' s 168 mm)II 168 mm Centering 131/4' Notch 337 mm) , Atign these 7 5/8' notches to top (194 mm) edge of I previous course. . NorthGate Accessory Figure 13-20.• Use krytngnotabes to center sbingtes on hips and ridges, and to tocak The coned exposure For ASTM D3161, Class F performance use BASF "Sonolastie`l NP1T""" adhesive or Henkel "PLC Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Option : Referto instructions herein for Cedar Crest', Cedar Crests" IR hip and ridge shingles. Evaluation Report 3532.09.05-R11 Exterior Research and Design,U.0 FL3444-R10 Certifccte ofAuthorization #9503 FBC NON-HVH2 EVALUATION Revision 11: 12/08/2016 Page 9 of 12 TRINITY I ERD 6.9 PRESIDENTIAL SHAKETM, PRESIDENTIAL SHAKET1 IR, PRESIDENTIAL SHAKETUm, PRESIDENTIAL SOLARISTM: LOW AND STANDARD SLOPE: For low and standard slopes, use five nails for each fail Presidential shingle as shown below. Nailing 1'- 40'------"'i Guide ones (1016 rum) 51/4' 133mm) 141(4' i tl2' 38 mm) (3) NOTE: Apply nails on painted guideline. STEEP SLOPE: For steep slopes, use nine nails for each full Presidential shingle and apply 1' diameter spots of asphalt roofing cement under each shingle tab. After applying 5 nails in between the nailing guide lines, apply 4 nails 1' above tab cutouts maldng certain tabs of overlying shingle cover nails. r — —-— — —•—- _ — T} 1• 1' diameter asphalt roofing cement Figure 16-6 FasteningyM44denfial andfresidentiat 71 Sbake sborgles on km and skmdardslopes Figure 16-7.• Fastrasing Presidential and Frestdenttal7/L Sbake shin& on sleep slopes. 6.9.1 Hi &Rid a for Presidential Shaker Presidential Shaker'" IR LPresidentialShakeTT" Presidential Solarisl: 6.9.1.1 option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7" from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners trust 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 inBirmingham, 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 "SonolasticO NP1"' adhesive or Henkel "PLO 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 I HATTERAST": LOVE STANDARD AND STEEP SLOPE Figure 15-1 Fa0eirfng Haaams Shingles au Low and slandard hopes For Im. and standard slopes, use the calls for each fad Hatt= shin* as shown abom g 318" rO MITI) R,ure 154: FaAeatrg Raaerrss6ingks an Sleep Slopes For steep slopes, use lire nuns aid tight spots of asphalt roofing ceatm for each run ileums shingle as sh" A abosn Applg 1' 25mm) diamner spas or m06ag mment (AMM D 4586 Tape n suggested) under each tab corum Press shingle into p4acei do aot expose cement. GAVnRN: Too much cooling cem_ cu cause shingios to buster. Evaluation Report 3532.09.05-1111 Exterior Research and Design, LLC FL5444-R10 cerpficate of Authorization t19503 FBC NON-HVHZ EVALUATION Revision 11:1710912016 Page 10 of 12 I TRINITY ERD 6,10.1 Hiq &Ridge for Hatteras'" : 6,10.1.1 Option 1: Accessory for Hatteras Figure 1544-18 tbree-PXe untts separate to make 545atterasdc &Wlysbbr& 6.10.1.2 Option 2: Cut Hatteras Shingles 2230 MM) I case 460 fnm)IZP 203ECaLShingleLap,, 460 MM) Cap Shingle Figure 15-20: Cut ffatteras sbingles to make cover cap. Figure 15-21: Instattattan of caps thong btps and rtctgc 6,10.1.3 For ASTM p3161, Class F performance use BASF "SonolasticO NPI-" adhesive or Henkel "PL' Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLAND SLATE'", HIGHLAND SLATETm IR: LOVE[ AND STANDARD SLOPE: STEEP SLOPE: Use FNE nails and EIGHT spots of asphalt roofing cement" for each full Highland Slate shi4e. For Miaml-Dade, SIR nits are required. Apply 1' diameter spots of asphalt rooftog cement under each tab corner. Asphalt roofing cemmtmeeting MTM D4586 Type If is suggested. M Dads iequaea S7X Ac (Mvndh t't25 mmt icWdk4 mxcWx -++ Naminade tagti aAoutos dame} ''' siz'miss(mo(md+ iroteBa6 aartsnW aAa'a ga tt{. Figure .f13: Use FM nailsfor ev ey FiWatd slate sbtngle. F7gure t133 Use IM naffs and aW spots afaspbait roofmgWMWt under eacb tab Comm caUTfox, Excessive use of roofimg cement can cause shingles to blister 6.11.1 Hip &Ridge for Highland SlateHighland State'" IR: Refer to instructions herein for Cedar Crest''', Cedar Crest`" IR or Shangle Ridge` hip and ridge shingles. Evaluation Report 3532.09.05-R11 Exterior Research and Design, U.C. FL5444-R10 cerVfIcate ofAuthoriratfon tt9503 FBC NON-HVHZ EVALUATION Revision 11:1Z/08/2016 Page 11 of 17 6.12 LOW AND STANDARD SLOPE use FOUR nails for every full shingle located as shown below. lant E(r2SM j:: 1- l25 wnj- 61fd 156 min) M rum o l TRINITY I ERD STEEP SLOPE Use E0L2t nails and four spots of asphalt roofing cement for every full shingle as shown below. Asphalt roofing cement meeting ASTNI D4586 Type II is suggested. Apply 1"(25 mm) spots of asphalt roofing cement as shown. CAU1nN: Excessive use of roofing cement can cause shingles to blister. S-1JE' 1 T ^— TRootlnp Cement^ rSaay 6.12.1 Hip & R idRe for Patriot'": Refer to instructions herein for Cedar Crest'", Cedar Crest" IR, Shadow RidgeT", NorthGate or Shangle Ridge— hip and ridge shingles. 7. LABELING: ith the manufacturers name, logo, city, state and logo of the 7.1 Each unit shall bear a permanent label w Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 CIA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Evaluation Report 3532.09.05-R11 Exterior Research and Design, LLC FL5444-R10 cerNtTcate cfAuthorization #9503 F&C NON-HVHZ EVALUATION Revision 11: 12/08/201.6 Page 12 of 12 Florida Building Code Online Page 1 of 1 iu- . s•s r r,. .^ti `11,OilEt dMRl}%!-.' .7fi4 i ProApproval USER: Public User Pry Aooroval Menu > PraduQ or Malica[ion SgarCh > Application List Refine Search Search Criteria Code Version 2014 FL# ALL Product ManufacturerApplicationType Category ALL Subcategory Application Status ALL Compliance Method Assurance Entity Contract Expired Quality Assurance Entity ALL Quality Product Model, Number or Name ALL Product Description Approved for use in HVHZ ALL Approved for use outside HVHZ Impact Resistant ALL Design Pressure Other ALL earth Resufrs ^ A ucauu"- L# Tvoe nufac r r Validated By 15216 ALL ALL ALL ALL ALL ALL ALL E_ ..- 3ohnInter-Wrap, Inc. FL1 216 R2 Revision Sub atry: RoofingUnderlaymentsl (954) 772n6224ch, PE Approved Histo ontact Us :: 2 01 2 crtn FL ----- Phanr, 850-487-7624 The State of Florida is an WEED employer. Coovriaht 2007-2013 Sate of Florida, :: Privacy Statq_menk :: a Iblli.. .. mound SYacemSiC lease contact cords request "`Pursuant toUnderFloridalaw, email addresses are public records. If you do not want your e-mail address released in response to a public -records request,. do not sendelectronicmalltothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, P Sectionelectronic ma5(i), 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 email i provided idnayetheused for OITI Departmentwithan email@a dressmmunition ;th the which can be made available Ito the P arel addressespublicdetermine if ylou are da licensee under suRR1Y a personal address, p Chapter 455, F.S., please click here . Product Approval Accepts. 0 ® F9 01 Crecift Card Safe ecu1' 121'A1kT7tIC'S 11 /? Q/?nl7 Florida Building Code Online Page I of 2 Log In User Registration I Hot Topics Z Submit Surcharg St,ts & Fads Publications ; FBC Staff `' BCIS Site Map Unites 'Search BciS Home ! Product ApprovaldFloridabr0USER: Public User r v I Prod r 62aU,,,g2a_L% > Application Detail FL15216-R2 FL # Application Type Revision 2014 Code version Approved Application Status Comments Archived InterWraP, Inc. Product Manufacturer 32923 Mission WayMission, Address/Phone/Email NON -US 00000 551) 574-2939 mtupas@interwrap.com Authorized Signature Eduardo Lozano elozano@interwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Waymission, NON -US OOODO 778) 945-2891 elozano@interwraP.cOm Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Compliance Method Florida Professional Engineer 1:1 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report PE-59166 Florida License Intertek Testing Services NA, Inc. Quality Assurance Entity Quality Assurance Contract Expiration Date 11/17/2018 Validated By John W. Knezevich, PE CZ Validation Checklist - Hardcopy Received Certificate of Independence F-1 15216 R2 COI 2Q1.5 Q1 COI NigmineQ.12 df Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified BY Sections from the Code 1507.2.3 1507.5.3 1507.8.3 1507.9.3 1507.9.5 T1507.8 r r*X fvrN. , '41. r'N_' " 11 /?Q /?nl 7 Florida Building Code Online Page 2 of 2 Product Approval Method Method 2 option B Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/23/2015 Date Revised 10/10/2017 summa of Productsour Mo'd.I, fF L 4 N.mb., cr, Name Description 15216.1 Rhinc;Roof Under-layments Synthetic roof underlayments Limits of Use installation Instructions Approved for use in HVHZ: No F 1 216 R2 II 2014 FINAL ER INT-FR-W-P--A-P--R-H-LN-0-R-0-0—F -F-L-5-26- Approved for use outside HVHZ: Yes Rz2ff Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes other: See ER Section 5 for Limits of Use. Evaluation Reports EL15216 R2 A- _2015 4 FNAI_ ER INTERWRAP RHINCIR0 -Q -F-FL-1-5-216- R2.12ff Created by Independent Third Party: Yes F - --1 F-;; J Lpn __Iffi2§p jair ag', Tallahassee FL _"4 5t 4322 Lh The State of Florida is an AA/EEO employer. Qp-ymoht 007 01 fate of Florida - records request, do not send Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public t - *Pursuant toelectronicitto &s entity. Instead, contact the office by phone or by traditional mail. if you have any questions please contact 850.487,1395mlicenseeslicensedunderChapter455, F.S, must provide the Department with an email address IfSection455 ' 275(l), Florida Statutes, effective October 1, 2012, It urrication with the licensee. However email addresses are public record. If you do not wish totheyhaveone. The email pp rovidemay be used for official comm C. 0 eterm e I re supply a personal address, please provide the Department with an email address which can be made available to the public T d in fyoua alicenseeunder Chapter 455, F.S., please dick here . Product Approval Accepts: MOOZ90 I-- secul-AN muTalc s 1. . , - — -- — , . ./— 171 rvr,\ ... 4- n — 1'2 11 /?Q/?nl7 EXTERIOR RESEARCH §, DESIGN, LLC Certificate ofAuthorization #9503 PTPuNITYERDssycxmsn* wsmccTuw#za oxroao' cTo ro J pxows:(zos)zsz'yz4s FAX: ( zoa)zsz-9243 rvm""""""= r''^-~~^~'--'-- — ntenmrop,| nc. FL15216-KI 32923 Mission Way _ Date ofissuance: O2/z7/2O12 Mission,BCVZV- 6E4 Reoisiun2:V4/27/2O15 Canada 3coeE: This EvaluationReportisissued under Rule 61520-3 and the applicable rules and regulations governing the use of cbonmatcha|sinthe5tateofF| orida.Thedocumenta nnsubmi eJhasbeenreviewe6bypobe Nieminen, con:uu f h product under Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for usethefor compliance with the 61h Edition (2014) Florida Building Code sections noted herein. DcaCRnnom: KNnoRoofUndedayments Lxosums: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. w documentation ` ' changesorpro sionsofthe Code that relate tothe product change. Acceptance of Quality Assurance d |i' tconstitutesagreement o notify Robert Nieminen. P.E. if the product this Evaluation Report by thenamedclientco»s u i complete ofthis documentation chan es T n7tyERDrequresacompeechanesorthereferencedDua|ityAssurance . . .- Evaluation ReportrelativetoupdatedCode requirements with each Code Cycle. AovsmnSexxsmr'TheEva|ua onRepo num6erpreceded bythewords" TrnityIERD Eva|uated" may bedisplayed in displayed, advertising literature. |fany pordonnfthe Eva|ua i sp|aye onKeport , then ltshall bedone inits entirety. mspsoFIom^Uponreques acopyofthis entire Eva|ua onReport shaUbeprovided tothe user bythe manufacturer or its disthbu'nand shall beavailable for inspection atthe job site otthe request ofthe Building Official. This Evaluation Report consists ufpages 1through l prepared b; XZ Robert J'K8'Nieninen,P.E. Florida Registration No. s91a4Florida ncnAwE19oa Product Approval Administrator and to the nerned client The facsimile seal authortmd by Ro*ertw"rni"en, pZ on WZ712015. This does not seNe an electronically signed d`c"rnant Signed, sealed hardcopies haw been transmitted to the CERTIFICAnON OF INDEPENDENCE' d U a|i in Tnn'|cno doe not have, nor does distributing products itevaluates. ,on,||edbyanvcompany anu nnoord hbuuogpmdvc m\ vays. z. T nuv|ERoivnot »w»e ope ceoon,vwUacqu\n a nan a|,c, inanvcompanymanu uh»aord/# nhu»opmduc for 3. Robe xncmine p.c. does not have which the evaluation reports are being issued. \ financial imene inanyutheren yinvo|ved\ntheapProva|pmcesspftha o. xobe wiemme pz. does not hav nor *onacqur o product. s. This `sa building code evaluation. Neither Thnny|Enonor Robe Niemmen.P.aun inany wm» the Designer ofxeco for any project onwhich this Evaluation Report, orpreprevious m versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. Q110TRINITY1 ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with theintentoffollowingsectionsoftheFloridaBuildingCodethroughtestinginaccordancewithapplicablesectionsofthefollowingStandards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2, STANDARDS* Standard Year Section 150713, 1507.5.3, T1507.8, Prooerties Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3, 1507.9.3, 1507.93 on Heating ASTM D4869 2005 1507.2.3, 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on 1507.9:3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Reference Date EntityExamination 100539395CO4006 10/27/2011 ITS (TSf1509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TSi'1509) Physical Properties 100539395COQ-006 03/14/2014 ITS ( Physical Properties Control Inspection Report 11/17/2014 UA16ITS (QUA169}73} Quality Q, PRODUCT DESCRIPTION: 4,1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTMD226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity ERD nor Robert Niersions P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5,5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF COVER CIPTIONS Asphalt Wood Shakes Slate or Underlayment Nail -On Tile Foam -On Tile Metal & Shingles simulated Slate Shingles RhinoRoof U20 Yes No No Yes Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and 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 140510.0Z.12-112 Exterior Research and Design, L.C. FLISZ16-RZ Certificate of Authorization #9503 Revision Z: 04/Z7/2015 Page 2 of 3 J1TR1N1TY1 ERD m r| =pd e u b to remove sz ne a rnanv|uo=u Nncpan amdc skforn u n heads. ' any dust and debris prior u`application. 6.4 RhimoRoof U20: 6A.1 Fasteners: conndonru im m/rne,sm vb,anchmo nnnaibw|zhas/a'inchdiamctcrhead'o, z For exposure < hours, thusenoted ina.4.z.The use ofstap|csupmhib/ted. For exposure > 24 hours «p to maximum so dap' corrosion ,e,)ant stene shall b, minimum 1-inch diameter plastic o,metal cap nails o,peC xvxzoai|s & 1'5/8^ diameter tin cvn (with the rough edge facing up). The use of staples isprohibited. a4z : End ( vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Referm n nwInc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions, For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are tobcinstalled atop the unuedavment, the unde,bvmcntnee uonly bcpreliminarily attached pending attachment ofthe battens onthe same day. Battens shall positioned remove the cap nail and patch the hole inaccordance with |mer*r ppubUshrdinstnvcunn,. 6.4'3 h ||b minimum z inche andud«(honznmaV\an, ha|\bcmmimvmha|f hee widthnms*inch. End (ve,ca0laps s be | full -width Doublelayerapplication; begin by fastening a half - width plus 1-inchstarterstarterstripstrip along the eaves. minimum sheet over the maue completely vvedappinuthe ma e, cuuoc. conunucvsnoted ins.u'but maintainingPlace a n/"/ half -width plus 1-mchside (honzontaUlaps, resulting inadouble- layer application. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. MANUFACTURING PLANTS:Contact the manufacturer or d 6 uA=osmen d` ed cnu f^, i bnno vnun ms under 9. QUALITY ASSURANCE ENTITY' ntertekTesting Services mxmc'cT4wamockHersey —uVA1673; (604520-3]21 END opEVALUATION REPORT ' Evaluation Repmw 0Z.IZ-u Exterior Research and Design, uc F1. 15216-11 Certificate ofAuthorization » 9503 Revision 2:wVZ7/20zs page sofs Florida Building Cade Online Page 1 of 1 FltlRiOA 0631aN7MEfiri' Oi Business & Professional, Regulation. _ a MOR Wde ApprovalProduct Q USER: Public User wptrsna+muzz4`r psr-eta,+tay. c > Application UstprodsAoorovalMenu > Product or Aoo_ li,tion ar.'h pR Refin arch Search Criteria 16568 Code Version 2014 FL# ALL Product Manufacturer AL Application Type ALL Category ALL Subcategory ALL Compliance Method ALL Application Status ALL Quality Assurance Entity Contract Expired ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure Other ALL ons Validat d By. ufacturetSteven M. Urich, Approved ENNIUM METALS INC. F7MWgiew PE egory: Roofingcategory: Roofing Accessories that are an Integral Part of thefing 717 317-8454 System Approved by DBPR. ARpro`M by DBPR shall be reviewed and ratified by the POC and/or [he commission if necessary. cVAtii.GLu+ :: E01 Blair Stone Road TallahasGee P,,2349 E44 e• 850-A87-183 m m " State of Florip,[LYdfZSidkOQ?eQt :: errn (biliN Statement :: nRnd crx m nt The State of Florida is an AA/EEO employer. W.ivht 2 da. ;: to reMnis request, Under Florida law, email addresses are public rewrds. if you do not want your e-mail address released In tia pleease contact 0.4,87.1 95, do Pursuantt oelectronic mail to this entity. Instead, contact the office by phone or by tradBional mail. If you have any q Section n 455ane.ITheFlorida emalls providedmeffective October 1, a used for ofPidalphr iwmmuni ti2, licensees lonwiththeicenseddlicensee. Howeveremailaddressesarepublicrerewrd. ifyou do not wish to suptheyply ahave personal address, please provide the Department with an email address 455, ewhich Chapter made available m the public To determine If you are a licensee under Product Approval Accepts: MOWSME Credit Gard ^ Safe Florida Building Code Online Page 1 of 2 RrO fesm7. ... 8CIS Home I Log In j User Registration I Hot Topics ; Submit Surcharge i Stals Facts' PublicationsonS I FBC Staff aC1S Site Map I Links I Florida w; Product Approval q USER: Public User ..,.-.r a n ct Aooroval Menu > Prodyct o1 Aoofication Search > QRpii Application Detail FL16568-RI FL # Revision Application Type 2014 Code Version Application Status Approved Comments Archived Product Manufacturer MILLENNIUM METALS INC. Address/Phone/Email 1333 HAINES STREET EXP JACKSONVILLE, FL 32202 877) 358-7663 tmccogan@aol.com Authorized Signature James Buckner jimmy@cbuckinc.net Technical Representative Tonya Steele Address/Phone/Email 10200 Eastport Road Jacksonville, FL 32218 904) 358-8366 tonyac@mmi2o00.net Quality Assurance Representative Address/Phone/Email Roofing Category Roofing Accessories that are an Integral Part of the Roofing System Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 9 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed James L. Buckner, P.E. @ CBUCK, Inc. the Evaluation Report PE-31242 Florida License Keystone Certifications, Inc. Quality Assurance Entity Quality Assurance Contract Expiration Date 09/22/2026 Steven M?Urich, PE Validated By Validation Checklist - Hardcopy Received Certificate of Independence 8t 1656_8R1 COI Certofindeo odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 Page 2 of 2 Florida Building Code Online Product Approval Method Method 2 Option B 03/02/2015 Date Submitted /2015 03/02/2015DateValidated 03/0 Date Pending FBC Approval 0/5/2015 Date Approved FE # -- Model, Number or Name 16568.1 "MMI-2" Off Ridge Vent Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant, No Design Pressure: +N/A/-75Other: Refer to evaluation report for conditions and limitations of use. Refer to manufacturer's installation instructions as a supplemental guide. MMI-2B Off Ridge Vent16568.2 ( Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/Aother: Refer to evaluation report for conditions and limitations of use. Refer to manufacturer's installation instructions as a supplemental guide. 6adk Description Steel off ridge vent for shingle roofs mechanically attached to Plywood Deck. 4', 6', 8', 10' Nominal Lengths installation Instructions Ri II 01 ""M - nfrar InAVent-ASTME330- 1 mJAI.REPORT loci Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. 31242 Created by Independent Third Party: Yes Evaluation Reports 7468 RT nFMI 2 OffRidaeVet - TM 3Q Steel EVAI REPORT odf Created by Independent Third Party: Yes Steel or Aluminum Off Ridge vent with Detachable Baffle forshingleroofsmechanicallyattachedtoPlywoodDeck. 4', 6', 81, 10' Nominal Lengths — Installation Instructions F1 26568 Ri II 02 MMI 2B OffRidaeV nt-TAS 100 EVALRFPORT odf Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. 31242 Created by Independent Third Party: Yes Evaluation Reports 1 8 Rl A O MMI- B OffRidoeVent-TAS tnn IvaIRFPORT.odf Created by Independent Third Party: Yes r I Phone: 850-487-1624 dSis ::20 aht 007 013 State-oL64dCII.:: Privacy Statement :: 8 C557b1.i1X.S3 tC Wt t: rho State of Florida is an AA/EEO employer. °k--Z---'-- ublic-records request, do not send Under Florida law, email addresses are public records. if You do not want your e-mail address released in response to a PeJectronicmalltothisentity. Instead, contact the office by phone or by traditional marl. if you have any questions, please contact meat with an . * Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under chapter 455, F.S. must provide the Department with an email address ifcens Ala have address, please provmay idetheeused for official Departmentwithamall address unicationi which ththercan be made availableatoil athe Putic. To dam etermine rdyou areda licensee der supply P Chapter 455, F.S., please dick b&L. Product Approval Accepts: tisom sm WR Big Is C'Cllritl. Nil, T1t]- MILLENNIUM METALS, INC. 10200 Eastport Road Jacksonville, F132218 877-358-7663 Off Ridge Vent Installation (with or without detachable baffle) A. PreparationToprepareroof for installation it will be necessary to determine how many and what type of vents will be needed for the project. Off Ridge Ventilation should be installed as evenly as possible across the roof section. The roof vent should beinstalledaminimumof6" off the peak of the ridge. Cut out sizes are located below in Table 1-1. IMPORTANT NOTE: DO NOT CUT INTO RAFTERS OR TRUSSES. When installing vents on an existing shingle roof remove shingles from the sides and top of the opening. Remove any nails that interfere with installing the vent. This typically includes nails that are to be 3" within the body of the vent Shingles and existing nails should remain on the bottom slope up to the cut opening. Roof cement is necessary around the perimeter of the underside of the vent to seal it to the underlayment orshingles. The cement should also be installed on the vent completely cover back and side flanges. The cementshouldbe '/4" 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 cement. Shingles should be installed on the back and side flanges of the vent All nail areas should be covered with cement B. Opening & Pasitioning The cut opening should be positioned a minimum of 10" from the back flange. This allows a minimum clearance of 2-1/2" from the roof to the top of the vent The vent should be centered horizontally over the opening. Off Ridge Vent Installation Chart Length Net Free Area (sa in) Cut out Size 4' 115 46" x 2-1/2" 6' 175 70" x 2-1/2" 8' 235 94" x 2-1/2" Table 1-1 10' 295 118" x C. Fastening of the Off Ridge Vent 1) if using detachable baffle, attach the baffle by sliding it onto the lower flange of roof ventCareshouldbetakentoseeitisflushwithfrontflangeofventSecureasindicatedon drawing. 2) Fasten the top, side, and lower flange with a minimum of 1-1/2" ring shank nail 4" oncenter. The nail should be 1-1/2 inches from the edge of the flange and 1-1/2" from the corners of the vent Nail must be ASTM F1667 compliant in accordance with Florida .building Code Section 15. Millennium Metals manufactures off ridge vents in the following gauges of steel & aluminum aluminum available with detachable baffle only), which meets the requirements of the 2010 Florida Building Code (chapter 15). 26 gauge (.0179 min) AZ50 Acrylic Coated Galvalume Steel 26 gauge (.0179 min) ASTM A-653 Steel G-90 Commercial Steel Type B 26 au .0179 min ASTM A-755 Ptd Steel Commercial Steel Type B Ptd Aluminum (.025 min) ASTM B-209 * 4bunr+u+n J, nni, m.0 bk wa ddadmble bgf a &- W F7-'do P-d"d APPW° 4L Page 1 CBUC . K Fngineering r=truc:turc5i &nc;lne,,L=rInQ CBUCK, Inc. I Certificate of Authorization #8064 Evaluation Report MMI-2B" Off Ridge Vent with Detachable Baffle Ridge Vent Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval FL 16568.2 R1 Florida Building Code Sth Edition (2014) Per Rule 61G20-3 Method: 2 - B Category: Roofing Sub - Category: Roofing Accessories that are an Integral Part of the Roof System Product: Material: Support: MMI-2B" off Ridge Vent with Detachable Baffle Steel or Aluminum Wood Deck —Ifaa."aa-bmxw Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer# 31242 Florida Evaluation ANE ID: 1916 Project Manager: Youry Demosthenes Report No. 15-104-MMI-2B-ORV-ER-14 Date: 2 / 26 / 15 Contents: Evaluation Report Pages 1-7 0 cE No 31242 0 STXrE'DF LORID NN, fillplpitaltyene'd hy.lames Ln6ucknorP.E 2015. 03.02 10:57:51 -05'00' CBUCK, Inc. i: tqq N. ICU= Drive, Suite 4, West Palm Beach, Florida 33403 FLFL165G8.1KI Date 2/26/15 Report No.: M_2,o-0xv--EK_14 CBUCK, Inc. Certificate of Authorization #8064 NN| en omMe 4 Manufacturer: MMi B"off K eVe De dmb 8 e Product Name: Product Category: Roofing Product sub -Category Roofing Accessories that are anintegral partoftheRoofng System Ru|e 61G 8 O 6 Method: State Product Appmva `_' `-. Comp Uonce . ct/S " y W1\-28" Off Ridge Vent »«h Detachable Baffle fs anivaUy attached to produ ` ysmSteelorAluminumd ridgevent for shingle nuo mecn Description: plywood Deck. Refer to Page 4 of this report for product mb ccomponents/materials& Pvodun%ssembk/ as standards: 1. Off RidgeVent Z. Fasteners 3. Roof Cement Support: Type ` Wood Deck Design of support and its framing attachment tosupportisoutside the scope or this evaluation.) Description: m 1S/ 32(min.\orgreaterp|ywood, orVVoodplank (min. specificgrovitYofO.42) 2 '12 or Greater slope:' FL #: FL 16568.1 R1 Date: 2 / 26 / 15 ram® t Report No.: z5-104-MM-26-ORV-ER_14. h...L'UCK 1=nq a rin Page 3 of 7 p cialtt i i-IinU CBUCK, Inc. Certificate of Authorization #8064 etrLictural E-nq I Performance Standards- The following test protocols product esP of ormaddred to essed spedemonstratecompliance c` f caliy in the code. with the intent of the code as this pro TAS-100(A)-95 - Wind and Wind Driven Rain Resistance and/or increased Windspeed Resistance of soffit Ventilation Strip and Continuous or Intermittent Ventilation System installed at the Ridge Area. Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 5th Edition (2014), Section 1709.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements of the Florida Building Code, asrelatedtothescopesectiontoFlorida- Product Scope: Approval Rule 61620-3. 001. Limitations and Scope of "Limitations and Conditions of Use" for this evaQvalo contains technical This evaluation report for "Optional Statewide Approval" Conditions of Use: which include documentation, specifications and installation method( s) Limitations and Conditions of Use throughout the report in accordance with Florida Building Rule 61G20-3.005. Per Rule 61G20-3.004, the commission is roval'' the authority to approve productsunder "Optional Statewide App option for application outside "Limitations and Conditions of Use" Rule 61G20-3.005(1)( e) allows engineering in accordance with the analysis f or "project specific approval by the local authorities having jurisdiction alternate methods and materials authorized in thebf . the Florny daa modification !ding the product asevaluated in this report and approvedY Commission is outside the scope ofthisevaluationandwillbetheresponsibilityof others. This product has been evaluated to a maximum height of 33 feet. This product shall not be installedonroofslopeslessthan2 : 12. Refer to applicable building code for ventilation requirements. Design of support system is outside the scope of this report. Fire Classification is outside the scopeofRule61G20-3, and is therefore not included in this evaluation, This evaluation report does not evaluatetheuseofthis product for use in the High Velocity Hurricane Zone code section. ( Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products for in accordance with the Florida Building Code and Rule 6ana 23o ed(3) ty manufacturing under a quality assurance program audited by ppr assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA 1824). R#* FL16568.lRI Date: 2/26/15 Report No.: 15-104-MM-2B-0RV-ER_14 CBUCK WyN 2B"Off RWgeVent vv hOetachab Baffle Components/Materials Ridge Vent: Steel by Manufacturer); material Type 1* Thickness: 26gauge (min.) Yield Strength: 40ksimin. with Corrosion Resistance: |ncomp|iancew .. . w ASTM A792 coated, or ASTM AGS3G9Ogalvanized steel Material Type 2: Aluminum----- Thickness: O.D25"(min.) Alloy Type: 3105-1-1I4 F8CSecbonlSO7 3' Resistance: Conosion|ncompUancevv R ' ASTMB2O9 Nominal Dimensions: Width: Height: Base Fastener: Purpose: Type Size: Corrosion Resistance: Attaches Ridge Vent Base Flange to Deck Annular Ring Shank Roofing Nails 11 gauge x 1-1/2" Per FBCSection 15O6.5 Per ASTMF1G67 ' Alternate Fastener Purpose: ch RN8eVent F n to Hex -Head Wood Screw Type: Size` #10x 1-1/2" (min.) Corrosion Resistance: Per FBCSection 1SOG.Gand 15D7/i4 Standard: Per ANSI/ASME B18.6.4 Roof Cement: Asbestos -free asphalt based roof cement w/S8Srubber Type: Application Size 1/- 4" thick minimum Per ASTMD3019TYpU| andASJN D 3409 RL#: FL16568.1n1 Date: 2/26/I5 Report.Nc.: ls-10+mM-2B-omV m-14 U~ 0 iu u m Page 5of7 N~/m~~u engine -- - NCBUCK, In, Certificate of AuthorizatiOm#8m64 5an*_M_uje Engineerling Installation Method: installation:(Refer todrawings onpages 67of this report.) Prepare deck opening by trimming any shingles & nails that may interfere with ridge vent installation. t X Apply roof cement to the underside, buck and side flanges ofthe hdgeven. Cement be a 1/4"thickand extend 2" onto rnorunoenuy///e..^ (Install emen - installation with manufacturees ns . cementincompUancew m . . ^..._- , Position ventflanebeneathloosened shingles and aUgnw hdeck opening. and secumvv bnails orscrews spaced 0 Slide baffle onto lower roof vent 4"oz, side flanges to deck with nails or screws spaced 4" o.c. and Attach vent top and 1-1/2"from each end. Minimum fastener penetration thrubottom ofsupport, 3/16". n tUthe"K0 2BOffR geyentw hDetacha e8af e"assemb com aoce n r metbodUstedinth repo andapo|bieoodese ionscoroC w htheim oUaoo» accordance with method described herein is \n acoo S1hEdion(ZD.The|»o8abo»mer oinstallationinstrucUonsrRefertomanufacturesthecopeofthisevaiuo1ionrepo usasupplemental guideforattachment. ReferencedData: "~v' — Test Architectural Testing, g, Inc( F8CO organization 1527) Report # D0249.01-450'18, ReportDate: 8/ 29/13 2, Quality Assurance e[e ca ny |n( QUA ID: IU24) By Keystone Millennium Metals Ucensee#423 3' CertificationofindependenceL8 Buckner, C8UCKEngjoeenn8 By James u . . FL #: FL 16568.1 RI Date: 2/26/15 BC' iiReport Na,: 15-104-MM-. 2B-ORV-I ER-14 C:IUK& ngneerng Page 6 of 7 N CBUCK, Inc. Certificate of Authorization #8064 structurcm E= ngine),L-rinc3 Installation Method Millennium Metals, Inc. MMI-2B" Off Ridge Vent with Detachable Baffle Attached to Wood Deck Profile Drawings 121, T 4 1/ 2" T Tt Side View ( Not TO Scale) Typical Fastener( s) 11 Gauge Ring shank Roofing Nail OR 10 min. Wood Screws MMI-z" Steel off Ridge Typical Fastener( s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Shank Roofing Screws Detachable Baffle TWO piece system that slides -plywood Deck I ) Iintolower flange of vent and c securedwith fasteners Lower Slope spaced 4' O.c. (Front) Typical Side View (Not TO Scale) Higher Slope Back) FL#- Fl. 16S68.1 RI Date: 2/26/15 Report No.: 15-104-MM-2B-ORV-ER_14 gC13U'"K. engine2erinPage 7 of 7 um, Inc. Certificate of Authorization #8064 5iTuc:tural E=nqine:erinq installation Method Millennium Metals, Inc. IMMI-2B" Off Ridge Vent with Detachable Baffle Attached to Wood Deck 1 1/ 2"o.c. 4!'o. c. 11/2" 4!1 o,a- Typical, Maximum Typical Fastener( s) tl Gauge Ping Shank Roofing Nail Base Flange OR 10 min. Mod Screws Top Plan View (Not TbScale) Typical Fastening Pattern) fc\Nominal Lengths X 4 FL 6 PL 8 FL D-=tachable Baffle piece system that slides into lower flange of vent and secured with fasteners spaced 4' o.c. Typical Fasteners) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Typical Ridge Vent Assembly isometric View ( Not To Scale) 10200 Eastport Road Jacksonville, FI 32218 877-358-7663 off Ridge Vent Installation (with or without detachable baffle) A. PreparationToprepareroof for installation it will be necessary to determine how many and what type of vents will be needed for the project. Off Midge 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. IWORTANT NOTE: DO NOT CUT INTO RAFTERS OR TRUSSES. When installing vents on an existing shingle roof -remove shingles from the sides and top of the opening. Remove any nails that interfere with installing the vent. This typically includes nails that are to be 3" within thebodyofthevent. 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 cementshouldbe'/4" thick and should extend 2" onto the uuderlayment. The lower portion of the vent should alreadyhaveshinglesinstalleduptothecutopening. The lower portion of the vent should sit on the roof cement. Shingles should be installed on the back and side flanges of the vent, All nail areas should be covered with cement. B. Opening & PositioningThecutopeningshouldbe positioned a minimum of 10" from the back Range- This allows a minimumclearanceof2-112" 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 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" Table 1-1 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 should be taken to see it is flush with front flange of vent Secure as indicated on drawing. on 2) Fasten the top, center. The nail should be 1 1 de, and lower flange from the dgeof the flange and 1-1/2" fromgshanknail the corners of the vent Nail must be ASTM F1667 compliant in accordance with .Florida ,building Code Section 15. Millennium Metals manufactures off ridge vents in the following gauges of steel & aluminum Alumin= available with detachable baffle only), which meets the requirements of the 2010 Florida Building Code (chapter IS). 26 gauge (.0179 min) AZ50 Acrylic Coated Galvalume Steel 26 gauge (.0179 min) ASTM A-653 Steel G-90 Commercial Steel Type B 26 e .0179 min ASTM A-7S5 Ptd Steel Commercial Steel Type B Ptd Aluminum .025 min ASTM B-209 Aluadimmm it aa{v ardlabla W& d&aaturblc baffle duo m F7orida ProthtaApprava[ Page 1 Florida Building Code Online Page 1 of 1 r i_. V _ :..Yji :.J,t4 s57r,+c,t! : f • se SY*'^ t3' ') ' 1 ri i Honda Product Approval r r• USER: Public user Product°t Aotaroval Menu > ProAuct or Aooii tlon_5^,@,rah Application List th'C' 47i1"w4 Refine Search Search Criteria 17867 Code Version 2014 ALL FL# Product Manufacturer ALL Application Type ALL Category ALL ALL Subcategory Compliance Method ALL Application Status ALL Quality Assurance Entity Contract Expired ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure other ALL iearch Keswis - N -+' _- Validated By a u Tvpe Manu acturer Thuy H Huynh Approved FLZ7&1 New Lott,s Concrete Products (813) 645-0166 Category: Structural Components Subcategory: Products Introduced as a Result :ofew Technology Approved by D5PR. Approvals by DBPR shall be reviewed and refined by the POc and/or the Commission if necessary. ai Stone Road TaiI ha snr+ Fl. 32349 Phone 8 4 'FB7- 8 atec+ a _.of FloridaFlorida.:: P(i yacv 50temmeatt :: AQ nn- ss.- lb SCatemgnt " R 'mod Ste men[ The Slate of Florida is an AA/EEO employer, ^^="`0M 2007-2013--=-_ se to a rds reAuest do not under Florida law, email addresses are public records. If youhone odo4bytradfUonalmail. If you haveany questionstyourL-mil address released in , pleasecontactB 0.407.1395.-Pursuant o electronic mail to this entity. Instead, contact the once by p Section 455.275(1), Florida Statutes, effective October 1, 2o12fficial , licensees licensed under Chapter 455, F.S. must provide the Department with an emnot wish to ail address I they have one. The emaiFs p%ipderodv a Y bep with an email adtlressmmunicatkin rcwhirh h theloconbe madeav ableaito the public, public, Todetermiare public ne It You are a licensee der supply a personal address, p Chapter 455, F.S., please dick bSLP_. Product Approval (Accepts: NE securlt v sIITxIC Florida Building Code Online Page I of 2 BCIS Home :Log In User Registration Hot Topics Submit Surcharge Stats & Facts j Publications FBC Staff SCIS Site Map Links Search Product ApprovaloprOUSER: Public User t,,u,L6,ar,4iMenu >proguctor6wjjc n >A22li ion Lis[ >,pplicetion Detail FL # FLApplication Type New Code Version 2014 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- c0m Authorized Signature John Hoy jhoy@florida- engineer.com Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Structural Components Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 2 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed John Hoy the Evaluation Report Florida License PE- 55312 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 11/01/2023 Validated By Thuy H Huynh R Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL17867 RQ COI Letter of Ddf Standard Year ACI 318 2011 ACI 530 2011 ASTM A416 2006 ASTM A615 2009 1 4 .4 IM /1017 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 07/03/2015 Date Validated 07/03/2015 Date Pending FBC Approval 07/09/2015 Date Approved 08/20/2015 Date Revised 10/14/2017 f Products FL It Model, Number or Name Description 17867.1 Lintel 8" Precast/ Prestressed Untels Limits of Use Installation Instructions F 17867 RQ II Installation Instructions.pdfApprovedforuseinHVHZ: No Verified By: John Hoy PE 55312ApprovedforuseoutsideHVHZ: Yes Created by Independent Third Party: YesImpactResistant: N/A Evaluation ReportsDesignPressure: N/A FL17867 RO AAA Bin Lintel Load Tables.Ddf Other: FL17867 RO AF Litt r of Evahaation.Ddf Fy17867 RO AE Oua Cy Control [tanual.Ddf Created by Independent Third Party: Yes Badc Next The State of Florida Is an AA/EEO employer. - f ;: Privacy Statm,n<: A[atement:: $q[VL9 Statement Under Florida law, email addresses are public records. Lf you do not want your e-mail address released in response to a public -records request, do not sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an ema8 address iftheyhaveone. The emalis 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 m455, ailaddresswhichcan be made do here , available to the public To determine if you are a licensee under Chapt Product 0] Appro val Accepts: Credit d Safe secUrit 1': 11 E'f kI0 7eertnHU11GflS Today's Ideas — Tomorrow's Results July 2, 2015 LOTT'S CONCRETE PRODUCTS — PRECAST LINTEL INSTALLATION INSTRUCTIONS Preparation 1. Remove any laitance, loose aggregate, and anything that could prevent mortar from bonding with the precast lintel. 2. Remove any loose material from the grout spaces that is deleterious to masonry grout. Erection 1. Erect precast lintels with a nominal 4in bearing for filled lintels and a nominal 6.5in bearing for unfilled lintels. 2. It is recommended that shoring be supplied at mid span for all lintels greater than 14ft in length. All shoring is the responsibility of the general contractor. 3. Construct all concrete masonry above the precast lintel in accordance with ACI 530. Reinforcement Placement 1. Place reinforcement in the bottom of the "U" of the precast lintel as indicated on the construction documents. 2. Place reinforcement within the top of the precast lintel (if no concrete masonry above the lintel) as indicated on the construction documents. Provide minimum concrete coverage in accordance with ACI 315 and secure reinforcement to prevent movement during the grouting process. 3. Place all reinforcement within concrete masonry in accordance with ACI 530 and the construction documents. Grout Placement 1. Place concrete masonry grout in accordance with ACI 530. Florida Engineering Solutions, Inc. — CA No. 26300 — (Mail): PO Box 1238 (Physical): 12620 Curley St — Ste 105 San Antonio, FL 33576 — Ph: 352 / 588 — 5311 F)c 352 / 588 — 5411 Web: MM.floMa-en_qin_eercom CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATIONi7p,c LtApplicationNo: ,J '4 0 Ei t'i Documented Construction Value: S `'t' " J 0 • CJ Job Address: .. G t- ,' A— Historic District: Yes No Parcel ID: ResidentiapCommercial Type of Work: New Addition Alteration Repair Dem Change of Use Move Description of Work: Plumbin , New Residential Construction Plan Review Contact Person: KhrissN or Jamie Title:- Clerical Phone: 407-323-7515 Fax: 407-323-8954 Email: infbui,)q i-orlando.com Property Owner Information Name. Phone: Street: Resident of property?: City, State Zip: Contractor Information Name Advantage Plumbing, Inc. Phone: 407-323-7515 Street: PO Box 1117 Fax: 407-323-8954 City, State Zip: Sanford, FL 32772 State License No.: CF-0057881 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: 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: 5'h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application MM: 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 extxuted contract is required in order to calculate a plan review charge and will be considered the estimatedconstruction 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, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract emceed the actual construction value, coedit 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 irn campilance with all applicable laws regulating construction and zoning, uvipatureofOwner/Arms Edam Signature oft aatractorMgent rE Print Owner/Asem's Name Signature of Notary -State of Ftorida Date Clwncr/Agent is Personally Known to Me or Produced ID Type of ID A. Thorne Smith Print CamtrectodAgrnYsNsme _ . _ _ _. . St^ircotary $motto of( s, ... 11. MRraditll L W MODWiimrth NOTARY PUBLIC STATE OF FLORIDA Cc nmk 00136W9 w Expires 8/21r"l Contractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building[] Electrical Mechanical[] Plumbing[j Gas[] Roof[] Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: 11 _ Min. Occupancy Load: . # of Stories: New Construction: Electric - # of sAmP _ _. Plumbing - # of Fixtures Fire Sprialder Permit: Yes [] No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revicc& June 30, 2015 Permit Apphoetion CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S 3JobAddress: Parcel ID- Historic District: Yes 0 No El Residentia CommercialEl TypeofWork: New-EJ Addition AlterationEl Repair De "J14 i 0 E] Ch. r Description of Work: Plan Review Contact Person: Phone: Title: Fax: Email: Property Owner Information Name y Street: Phone: Resident of property? City, State zip: j J i Contractor information Name L Phone:- I L", Street: City, State Zip: State License No., Arch itect/E ng ineer Information Name: Phone: Street: Fax: City, St, Zip: E- mail: Bonding Company: Mortgage Lender: Address: Address: I Move WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICEOFCOMMENCEMENT MAY RESULT IN YOUR PAYING TWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENTMUST BE RECORDED ANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULTWITHYOURLENDERORANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. Applicationis hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced priortotheissuanceofaperruitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 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 30,201 5 Penint Application NPj-n: 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 ' management districts, state agencies,, or federal agencies, water Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713, The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current [CC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued, OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. SignatuM OfOwner/Agent Date lgrlalure of Contr4clorAgent Date Print 0—c,!ApnVs Name Signature of Notary -State of Florida pate Owner/Agent is _ Personally Known to Me or Produced ID _ Type of ID XA r-0 sk2r P 014,Contractor/Agent's Name Signature ol'Notary-State oft'londa Date y P&" el, PAMELA S TERNU S41 Commission N 60 110622 or Expires August 7, 2021 tog C40 80(wed tft aw"t N*wy sorvol Contractor/Agent is Personally Known to Me or Produced ID T e of IDy ME -LOW IS FOR OFFICE USE ONLY Permits Required: Building Construction Type:_ Electrical 0 Mechanical 0 Plumbing[ ] Gas[] RoofEJ Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: _ N of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes[] NoE] APPROVALS: ZONING. - ENGINEERING: COMMENTS: Occupancy Use: ot'Heads __ Fire Alarm Permit: Yes [I No F1 UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: Jurw 3o, 2o I PCimit Application FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00001026 Date 5/17/18 Property Address . . . . . . 2334 KELMSCOTT CT Parcel Number . . . . . . . . 17.20,31.5VC-0000-0750 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1051937 Permit pin number 1051937 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 221 SSB FOOTER/SLAB STEEL BOND 20 212 EL01 ELEC ROUGH 20-1000 216 TUGP TEMPORARY UNDERGROUND POWER 1000 213 EL02 ELECTRIC FINAL CITY OF SANFORD CUSTOMER RECEIPT ope,f,. BLANDA Type: OC Drawer: I Date'1/17/18 1 I'* c e I P, t n o, 125264 y ,,, a i- NumbeT, Amokint 2018 10E6 2334 KLLM1F,,(AUTT C1 SANFORDL 32773 BUILDIN6 PERMIT RECENTS 1090 TLIndeT detail cc CREDIT CARD $109.N Total tendered Total ,,aysent pans date: J/17/18 Time: 15;40:46 10 DESCRIPTION AS FURNISHED: Lot 75, KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. BOUNDARY FOR / CERTIFIED TO: Ryon Homes1NVR Inc. 4NO. LOT 76 LOT 30 PALM HAMMOCK ALLOTMENT PLAT BOOK 1, PAGES 104-105 NOT INCLUDED yak LOT 75 43.86' 6? 0 19.68, 30. 4, 19.68' FORMBOARID FOUNDATION TOP OF FORMS-30.92 o MARK ON 9.68' FORM 0 56.3, 6 No FORM 14.00' FOR FORM E 'DNOS ENDS 26.( 25,75' TO E FS-- OF--F UIX* MT. E 5.53' 0-47'08'17' R-55.00' R=55. 00' L-45.25', L=27.79' C-27.60' CB=S 61*1747" W P.C. OF`/ LOT 77 ATLHSCOTT COURT PRIVATE RIW R/W WIDTH VARIES) LOT 74 PROPOSED = FINSHED SPOT GRADE ELEVATIONS FRONT - 25' PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR 20' PROPOSED DRAINAGE FLOW g IMPERVIOUS COVERAGE - 2,343;* SQUARE FEET OR 25.4% SIDE 5' FOR 40' LOTS LOT GRADING TYPE A 9 LOT CONTAINS 9,227* SQUARE FEET SIDE 7.5' FOR 60' LOTS FLOOR PER PLANS - JO_9 6 LIVING AREA CONTAINS 1,548± SQUARE FEET SIDE 10' FOR 75' LOTS PROPOSED FINISH CONCILANA11PORCH CONTAINS 7951 SQUARE FEET SIDE STREET - 25' CJ1USEjVffEYTR -SCOTT ASSOC., INC - LAND SURVEYORS LEGEND 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-.277-3232 FAX (407)-658-1436 I, • PLAT PAL • POINT ON LINE F FIELD TYP. • TYPICAL NOTES., IRON PIPE PRL • POINT Or REVERSE CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH By THE FLORIDA BOARD OFIP, P. IRON ROD PCr_ POINT Of COMPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER $J-17 FLORIDA ADMINISTRATIVE COOS PURSUANT TO SECTION 472.027, FLORIDA STATUES Cx CONCRETE MONUMENT RAD. RADIAL 2 UNLESS EMBOSSED WITH SURVEYOR'S SIONATUW AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VALID. 1/2' I.R. ./OLD 45%FAN-RADIALITTNA, LR'• vp. WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR THERE MAY BE OTHER RESTRICTIONSREC. RECOVERED P.O.B. POINT OF BEGINNING CALL. CALCULATEDRMANENTP.O.C. PC REFERENCE MONUMENT0P13INTOFCOMMENCEMENT OR E4SEWEN(S T%4T.VFECr THIS PROPERTY. 4. NO UNCERCROUNO IMPROVEMENTS HAVE AWIN LOCATED UNLESS OTHERWISE SHOWN. FF. FINISHED FLOOR ELEVATIONCENTERLtNE " S_ 3 THIS ILWYEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY N&D MAIL t DISK BUILDING SETBACK LINE BOUNDARY ESW. DIM04VNS SHORN. FOR " IXA;7ON Cr IMPROVEMENTS HEREON SHOULD NOT DIE USED TO RECONSTRUCT N LINES. P/W RIGHT-OF-WAY 9.14. BENCHMARK E SMT, EASEMENT B.B. BASE BEARING 7, &EM4VS, ARC WED ASSUA!CO DATUM AND ON THE LINE SHOWN AS SASE BEARING (8-9-) DRAIN. DRAINAGE a. ELEVATIONS, IF SHOWN, ARE a4SZO ON NATIONAL GEODETIC VEITWAL DATUM OF 1920, UNLESS OTHERWISE NOTED. UIT". UTILITY CLFC. • CHAIN LINK FENCE 9. CERTIFICATE OF AVEHOALZATION No. 4,198. WRFC. C WOOD FENCE D • CONCRETE BLOCK SME -- I* - DRAWN SY. P.C.POINT OF CURVATURE POINT TANGENCYPIT: I OF T CER77FIED BY., DATE ORDER No OE$C'• DESCRIPTION P RADIUS PLOT PLAN 12-22-17 5848-17 D ADL I: LENGTH DELTA FORMBOARD FOUNDATION/FLEAS. 05-16-18 3044-18 C • CHORD CID. CHORD BEARING NORTH THIS BUILDING/PROPERTY DOES NOT LIE / 4801 WITH R, 471 IN USE) THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER '1`11? TO , uswj,'L.S ZONE " X" MAP I 121f7COOKIF (09-28-07) 1 Al&. SCOTT VW Built drat Built to live better. Date: OL j Cf tc Inspection Report BuiltSmart Sampling OBuiltSmart 2 Inspections Pre -Drywall Final Inspection Re -inspection 2009 IECC* 2012 IECC* 2015 IECC* Code Compliance only relates to Infiltration and Duct Leakage Testing Model: i fl cc,- t Division:CCL- Community: ke ,S., ( jZ s r* Lot# Address: s s ( / r"a 3 C' A f xt City: Orientation: C.; . / State: Zip code: r '7 > Electrical Meter # tc Gas Meter # d(rt i Foundation: ® Slab Crawl Space* Basement** Above Conditioned Space If Crawl Space: Enclosed Vented Conditioned **If Basement: 50 percent below grade List all deficient items, general notes, and recommendations (attach additional notes if necessary) R SR (R-Required; SR-rStrongly Recommended) El IN Additional deficient items are listed on page 2 1. Duct Leakage @ 25 Pascal*: Total (cfm2s) Unconditioned cfm2s) Cond. Area (ft Total Leakage (%) Leakage to Unconditioned (%) System 1) 1 cfm25 J cfm251 + (9( t w = Total to Unconditioned System 2) 1 cfm25 cfm251 s ft2 = Total to Unconditioned System 3) 1 cfm2s cfm251 _ ft= = Total to Unconditioned 2. Infiltration CFM50*: 60 / 1, = S ' 7 (Final) Cu. Volume ACH50 2SIfR.4 . q tiort " equation 3c rn ! person - Ic ht 1.100 s.. conditioned s acre a A M `Quantity nl'bedroorm catt >' peot;te 7.5Vuniber•ol'lledr<orim Y TEf(a Q fti)t it.:ot: .,..__...___.___.._. Toter! ventilation needed: = N A JALj'-DTesting procedures compliant with 20091ECC R40Z 4.Z I Envelope and R403.2.2 Duct Leakage and 2012 IECC R402.4.1.2 Envelope and R403.2.2 Duct Leakage. See local code official and code book for -specific parameters.) Inspection Result: a PASS FAIL N/A (Re -inspection Required if Fail is Checked) Duct Blaster Result: IN PASS FAIL N/A (Re -inspection Required if Fail is Checked) Infiltration (Final Inspection): PASS 41 FAIL N/A (Re -inspection Required if Fail is Checked) HERS Provider: PEG HERS Co. Name: 15Lightyears HERS Rater Signature: Builder Company Name: Ryan Homes Builder Employee Signature: Date: PEG LLC 11130 Fairfax Blvd. Fairfax, Va. 22030 703-934-2777 I- DESCRIPTION AS FURNISHED: Lot 75, KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. BOUNDARY FOR / CERTIFIED TO: Sage Ariel Rose; NVR Inc. dbo Ryon Homes; Stewart Title Guaranty Company; NVR Settlement Services, Inc,; NVRM LOT 76 SET I.R. 14 04 LOT 30 PALM HAMMOCK ALLOTMENT PLAT BOOK 1, PAGES 104-105 NOT INCLUDED IV < 5119. W LOT 75 SET I.R. 4 7.42' 35.06' 26.0' 22. 18' AC PAD COv'D 0 CONC. 19.68'-- JO.O' 19.68' TWO STORY RESIDENCE F.F.= 30.94' LOT 74 COV0. 7 CONC. 9.66' 8.7' BRIBRICK WALK 2 'J' 16' 5.60' 14.00' BRICK DR. 25.75' 26.69' d-107bric-11- D-47'08'1 7" SET I. R. R=55.00' L-45.25'1 P.C. OF LOT 77 11.0, 0.74 -SET- - ON ON I.R. D=28*57'18" R=55.00' L=27.79' C=27.50' CB=S 61*17'47" W AT'_LffSC0TT COURT PRIVATE RIW RIW WIDTH VARIES) PROPOSED - FINSHED SPOT GRADE ELEVATIONS FRONT = 25' - - - PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR a 20' PROPOSED DRAINAGE FLOW IMPERVIOUS COVERAGE - 2,343± SQUARE FEET OR 25.4% SIDE - 5' FOR 40' LOTS LOT GRADING TYPE A 6 LOT CONTAINS 9,227± SQUARE FEET SIDE - 7.5' FOR 60' LOTS C PROPOSED FINISH FLOOR PER PLANS = 30.9 LIVING AREA CONTAINS 1,548-+ SQUARE FEET SIDE = 10' FOR 75' LOTS CONCILANA11PORCH CONTAINS 795± SQUARE FEET SIDE STREET = 25' RUSEjVffE.M?-SCy0TT ASSOC, INC - LAND SURVT`.r0_R,S' LEGEND LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658- 14,5C P = PLAT PDL_ - POINT ON LINE NOTES, F FIELD TYPI - TYPICAL F , 0 PIRONPIPE R.C. •POINT OF REVERSE CURVATURE I THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS ME STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF11RONRODP.C.C. POINT OF COMPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDAADMINISTRATIVE CODE PURSUANT TO SECTION 472.027. FLORIDA STATUES CONMONUMENT AD RADIALCTESETI.R.IP. • 1/2, .IR. /NLD 4596 MR. 8 ON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL. THIS SURVEY MAP OR COPIES ARE NOT VALID. REC. RECOVERED W.P.• WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR THERE MAY BE OTHER RESTRICTIONS P.O.B.POINT OF BEGINNING CALC. - CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY P'U.C. POINT OF COMMENCEMENT PFA • PERMANENT REFERENCE MONUMENT 4. NO IJNO£RCROUNO IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. I CENTERLINE F . r INTSHC 0 FLOOR ELEVATION 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY DINER ENrlry H&D NAIL & DISK q.SL' BUILDING SETBACK LINE 8': BENCHMARK 6. DIMENSIONS SHOWN FOR THE LCICA70N OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. R/. R IGHT-OF-WAY C SMT. • EASEMENT N BASE REARING 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE REARING (B.B.) DRAIN, - DRAINAGE H. ELEVATIONS, IF SHOWN, ARE WED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. UNLESS OTHERWISE NOTED, UTIL. UTILITY CL PC CHAIN LINKFENCE 9. (SCRIfFICATE OF AUTHORIZATION N., 4 596. WRFC. WOOD FENCE C, CONCRETE BLOCK SCALE I-- I* - .30'----1 DRAWN BY: P.C.POINT OF CURVATURE PT, POINT OF TANGENCY 0 CERTIFIED By, DATE ORDER No, DCSC. DESCRIPTION P RADIUSIUS PLOT PLAN 12-22-17 5848-17 L • ARE LENGTH D DELTA FORMBOARD FOUNDATIONIELEVS. 05-1 6-18 3044-18 C CHORD C 9 CHORD BLARING NORTH FINALIELEVS. 08- 14-2018 5357-18 THIS BUILDING/PROPERTY DOES NOT LIE WITHIN / k - 40' FIRM' TO CRUSE MEYER, R.L.S. 1 4714100YEARFLOODPLANEASPERTHEESTABLISHED W. Sco I R L.S 1 4801 ZONE "X" MAP I 12117CO09OF (09-28-07) BUILDING & FIRE PREY NTIION PERMIT APPLICATION Application No: Documented Construction Value: S Job Address: Historic District: Yes No Parcel ID: ResidentiaQ Commercial L- Type of Work: New , Addition AlterationEl Repair Demo Change of .Use P Move Description of Work: Plan Review Contact Person: V A vti t pl's Title: Phone: - i -- W W Fax: 5 _ Email: 11W4L ' Name Street City, Name Streel City, Name: Street: City, St, Zip: Bonding Company: Address: Zformation Phone: Resident of property? : ormation Phone, _ Fax* State License No.: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE 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: 54h 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 i-a work will be done in compliance with all applicable ;laws regulating, construction and zo g. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date of Contractor/Agent Name Signature of No ey-StateotFlorida Date CHERYL D AKERS MY COMMISSION89$862 ES June 05,2020 Owner/Agent is Personally Known to Me or Contractor/Agent is _&e:f Persoitally 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 E] Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFDRD One Time Credit Card Payment Authorization Form Sign and complete this form to authorize City of Sanford to make a one time debit to yourcreditcardlistedbelow. By sxJmny (I/is [uonyuu (jive us penn|sskuri hu debit your account rOr the amount indicated on or after the indicated dak*. This is permission for a single transaction on|y, and does notprovide »uthodUz onfu,anyaddiUona|unne|abmddebitsorcrcditstoyuuraccount, Please complete the InforniatIon,balowi- authorize the City of Sanford charge mycredit card account indicated below for _ on or after This paymeht is for orparcet ID Billing Address Phone# Account Type: n Visa Cardholder Name'"&: Account Number Expiration Date CCV EV|(inyZipcode SIGNATURE MasterCard El AMEX [jDiscoer pdV'('._n;un(td businets to chr,-6 the credit card indicated in this authorization form aCcOrdi"ng to the tems outlinedabove, ljiql rnen( authorization is for the goods/services described above. for the aihount indidbted above only, and is valid forwonly. I certify that I am an authorized user of this credit card and that I vAll not dispute the Payment vvith my credit cardCcTjPd'f'y, so long as the transaction corresponds to the terms indicated in this form STATEWIDE 1-888-831-2665 State Cert CAC032448 HEATING - AM CONINTIONING SAWGRASS OPT POOL BATH SHOWER 3.5/2.0 15.0 5 9,373.00 SAWGRASS OPT STUDY 3.5/2.0 15.0 4 9,332.00 SEAGATE VERSION 111 3.0 15.0 3 4,977.00 SEAGATE VERSION III OPT BATH 2 3.0 15.0 4 5,139.00 SEAGATE VERSION III OPT BONUS 3,5 15.0 3 6,530.00 SEAGATE VERSION III OPT BONUS BATH 3.5 15,0 4 6,592.00 SEAGATE VERSION III OPT BONUS BDRM 3.5 15.0 4 6,702.00 SEASIDE 4.0 15.0 4 5,779.00 SEASIDE OPT OFFICE 4.0 15.0 4 5,926.00 SEASIDE OPT POWDER 4.0 15,0 5 5,901.00 S'UMMERLAND OPT BATH 2 3.5 15.0 5 5,896.00 SUMMERLAND OPT BDRM 5 3.5 15.0 5 6,019.00 NOTE: PRICING BASED ON NEW CODE. THE DUCT LEAKAGE TEST WAS REQUIRED TO PASS NEW CODE. Pricing valid for (6) months JOB NAME: Standard Series - Revised Page 3 of 4 Equipment to be GOODMAN 15 SEER Heat Pump Pricing includes bath duct with standard bath fans, (1) dryer vent box, (1) dryer venting through roof, programmable thermostat (TH6320U1OOODAG), and a 2nd year warranty. plans with asterisk also have 2-zone damper systems. Add Price for Breakered Heat Strips, Add $35.00 for each unit. Option Price to Add 7" Range Vent, Add $150.00 each. Add Price for Combustion Air for Gas Dryers, Add $90.00 per dryer. For any interior kitchen hood that has a fan greater than 400cfm — Please add $ 475.00 for a Broan MD8TU. For any interior kitchen hood that has a fan greater than 1000cfm — Please add $ 875.00 for a Broan MD8TU and MD15S. For any interior kitchen hood that has a fan greater than 1500cfm — Special provisions must be made. Add $ 235.00 for increased range vent size if any makeup air is necessary. DEL - AIR must be notified of any interior hood that greater than 400cfm BEFORE rough -in. Cust Initials