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HomeMy WebLinkAbout2275 Kelmscott Ct 17-3182; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT 1- 3i9 Z STATEMENT NUMBER: 17100009 BUILDING APPLICATION #: 17-10000921 BUILDING PERMIT NUMBER: 17-10000921 UNIT ADDRESS: KELMSCOTT CT 2275 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: ADDRESS: APPLICANT NAME: NVR INC. DBA RYAN HOMES ADDRESS: 4307 VINELAND RD H-20 ORLANDO DATE: December 15, 2017 7 7 17-20-31-SVC-0000-0660 PARCEL: TRACT: BLOCK: LOT: FL 32811 I LAND USE: KENSINGTON RESERVE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2222756KELMFRCDETACOURT/ KENSINGTON RESERVE LOTTCHED FEE: BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE I------------------------------------------------------------- ROADS -ARTERIALS Single Family ROADS -COLLECTORS CO -WIDE ORD Hoping N A 705.00 1.000 dwl unit 705.00 Single Family Housing 00 1.000 dwl unit FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD 00 Singgle Family SCHQ,OLS Housing 54.00 1.000 dwl unit 54.00CO -WIDE ORD Single Family HouWg 5,000.00 1.000 dwl unit 5,000.00PARKS LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 5,759.00 STATEMENT RECEIVED BY: IGNATURE: EASE PRINT NAME) DATE: / C2_/ NOTE TO RECEIVING SIGNATORY&PLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY REESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT TF{IS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. ` PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT OR OWNER TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES \ MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT Q NOT LATER THAN MUSTIMEETTTHEFREQUIREEMMENTCY SROFCTHE COUNTYTHLANDDEDEEVELOPMENTECODE. COPIES OF RULES GGOOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER c AND SHOULD REFERENCETHECOUNTYBUILDINGPERMITNUMBERATTHETOPLEFTOFTHISSTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: i O '1 Project Name: Kensington Reserve Project Address: "2."Z'j K2 l M`Uil C_6u1.r Building Permit #: n 31 g— 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. S. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Robert Lattanzi - Ryan Homes Print Name f Owner/Ten Signature of er/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Rev. 02 it10/15) l 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 # o Progress Energy Florida Power and Light on / / P THIS INSTRUMENT PREPARED BY: Name: NVR Inc. dba Ryan Homes Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 NOTICE OF COMMENCEMENT Permit Number. 17-00003182 Parcel ID Number. 17-20-31-5VC-0000-0660 r Lila tuflll I1111 uu1111111111111111111 GRANT MALOYP SENINOLE COUNTY CLERK OF CIRCUIT COURT L COMPTROLLERBY, 9045 Ps 193E Wss) CLERK'S Or 2017129477 RECORDED 12/21/2017 01:45:2E PMRECORDINGFEES $10.00 RECORDED BY hdevore 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 # 66 of Kensington Reserve 2275 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: S. LENDER: Name: Phone Number: Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe 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 S. In addition, Owner designates of to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. r/ tlji Siof Owner or LOU". or owners or Lessee's AOModzed OMcer0reaor/Partner/Manager) State of Florida County of Dayna Whitson Assistant Secretary Print Name and Provide ftnamry's TideMwA) The foregoing Instrument was acknowledged before me this I I' day of <--- .20 17 by Tracy McDonald Who Is personally known to me IX OR rName ofpersonmakingstatementwhohasproducedIdentification type of Identification produced: t.P`: y= TRACY LEIGH MCDONALD r • - tvlY'COMMISSION # FF525012 . Notary SI EXPIRESOctober06. 2019 r. t071399.0'59 FtoriaaNc:a.y$rn,tc:on• Vw" O:rl iA 0t td I o 1,31117 CITY OF SANFORD BUILDING & FIRE PREVENTION r PERMIT APPLICATION Application No: 11 3 18 Z Documented Construction Value: $ '8$,a316Z 3`l `'i • " Job Address: 2275 Kelmscott Court, Sanford, FL 32773 Historic District: Yes No X Parcel ED: 17-20-31-5VC-0000-0660 Residential X Commercial 1 Type of Work: New X Addition Alteration Repair Demo Change of Use Move escription of Work: New Single Family Residence Plan Review Contact Person: Vicky Otero Title: Production Admin aPhone: 407-692-9820 Fax: Email: votero@nvrinc.com Property Owner Information Street: 4307 Vineland Rd #H20 City, State Zip: Orlando FL 32811 Phone: 407-692-9820 Resident of property? : Contractor Information Name NVR, Inc, dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821 City, State Zip:, Orlando FL 32811 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design Phone: 407-774-6078 Street: 1441 N Ronald Reagan Blvd Fax: City, St, Zip: Longwood FL E-mail: brian@abdesigngroup.com Bonding Company: Address: N/A Mortgage Lender: Address: N/A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEM — " " "' "` `"` `^"o PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF C RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. I FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE REC COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I cert ^ T commenced prior to the issuance of a permit and that all work will be performed to meet standards 1 V in this jurisdiction. 1 understand that a separate permit must be secured for electrical wot furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5t' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 4 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 constructs n and zoning. c / /7 o r7 Signature of O em Da Signature of Contractor/Agent Date Vicky Otero Vicky Otero Print Owner/Agent's Name Signature of Notary -State of Florida Print Contractor/Agent's Name 1N". TRA.CY LEIGH MCDONALDIiF- MY COMMISSION N FF925012 1' EXPIRES October 06. 2019 0011398 0+53 f IoAOallom YSe-ece com 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 Z Electrical o Mechanical® Plumbing® Gas Roof Construction Type: R2 Occupancy Use: Flood Zone: X'SCE T i im Total Sq Ft of Bldg: 7-6( 1$ Min. Occupancy Load: # of Stories: 2- New Construction: Electric - # of Amps Zao Plumbing - # of Fixtures 19 Fire Sprinkler Permit: Yes[] No 1Z # of Heads APPROVALS: ZONING: UTILITIES: COMMENTS: ENGINEERING:' IMTC 11-21-11 FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. 415.8 `/o idVlp, Largo - A, o 1_ Fire Alarm Permit: Yes No WASTE WATER: BUILDING: •SF Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE RYAN HOMES SFR-DETACHED Permit# Address: 22'115 4tt%.m5tvZT cT 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 I I i ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final PLUMBING PERMIT Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 611, CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: - 1-1— 3 18 2- Documented Construction Value: S 88,576 Job Address: 2275 Kelmscolt Court, Sanford, FL 32773 Historic District: Yes No X Parcel ED: 17-20-31-5VC-0000-0660 Residential X Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Vicky Otero Title: Production Admin Phone: 407-692-9820 Fax: Email: votero@nvrinc.com Property Owner Information Name NVR INC, dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd #H20 Resident of property? City, State Zip: Orlando FL 32811 Contractor Information Name NVR, Inc, dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd # H-20 Fax407-692-9821 City, State Zip: Orlando FL 32811- State License No.: CBC1257565 Architect/ Engineer Information Name: AB Design Phone: 407-774-6078 Street: 1441 N Ronald Reagan Blvd Fax: City, St, Zip: Longwood FL E-mail: brian@abdesigngroup.com Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOU$ - IL BF. TO REQQRD A NOXIC OF COMMENCEMENT MAY RESULT IN Yoi1R 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: V1 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. o /7 a ,o//7 Signature of ent Date I Signature of Contractor/Agent Date Vicky Otero Print Owner/Agent's Name of Florida Vicky Otero Print Contractor/Agent's Name TRACY LEIGH MCOONALO MY COMMISSION a FF925012 EXPIRES October 06. 2019 Owner/Agent is Y 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: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS -ZONING: UTILITIES: WNSTE-WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING AND FIRE PRFVENTION DIVISION D 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAX: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 17-3182 Date: Project Description: New SFR Contact Name: Vicky Otero Job Address: 2275 Kelmscott Ct Contact Email: voteroQnvrinc.com Model: Largo (Version #01) Lot #: 66 This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter I are as amended by City of Sanford ordinance viewable on our website at www.sanfordtl.eov. Provide two copies ofaffected Plan sheets and/or supplemental information as requester. Permit submittals will not be accepted without two copies. COMMENTS: 1. Please provide two (2) copies of Florida Product Approval. Only the installation instructions were submitted. FBC 107 2. The Product Approval Specification Sheet is required to be site/lot specific. Only the products installed on the home are required to be included. Fixed windows are listed — there are no fixed windows on the home. Roofing Underlayment FL# and description is not listed on the specification sheet Off -Ridge Vents FL# and description is not listed on the specification sheet 3. Please submit two (2) copies of Florida Product Approval and installation instructions for the off -ridge vents. FBC 107 4. Please enlarge the HVAC duct layout as the one submitted is extremely too small and cannot be read clearly FBC 107 5. The Jurisdiction number on the cover page of the Energy Calculations is required to show 691500 and the permit office is Sanford. The Calculations submitted list 691000 as the jurisdiction and Seminole as the permit office. Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetines with tie plans examiner to discuss comments will require an appointment, arraneed by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAX: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 17-3182 Date: Project iption: ew SFR C ame: Vicky Otero Job dress: 2275 K mscott Ct Contact Emal : tero nvrinc.com odel: Largo.(Ve on #01) Lot #: 66 T 's is a al overview for code compliance in accordanc ith the minimum I lew required by the Florida Building Code. It is not a compV. detailed review. The comments noted in this review mus sse before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies ofaffected Plan sheets and/or supplemental information as requested Permit submittals will not be accepted without two copies. COMMENTS: x0 1. Please provide two (2) copies of Florida Product Approval. Only the installation instructions were submitted. FBC 107 2. The Product Approval Specification Sheet is required to be site/lot specific. Only the products installed on the home are re uired to be included. Fixed windows are listed —there are no fixed windows on the home._ Roofing Underlayment FL# and description is not listed on the specification s eet lz)i 10POffRidgeVentsFL# and description is not listed on the specification sheet I j/ 3. Please submit two (2) copies of Florida Product Approval and installation instructions for the off -ridge vents. FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings wills the plans examiner to discuss comments will require an appointment, arranzed by phone or email prior to arrival. Respectfully, Steve Morey, CBO Residential Plans Examiner 1- City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Vicky Otero Firm: NVR, Inc. Address: 4307 Vineland Road #H20 City: Orlando State: FL Zip Code: 32811 Phone: 407.692.9820 Fax: 407.692.9821 Email: votero@nvrinc.com Property Address: 2275 Kelmscott Court Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number:17-20-31-5VC-0000-0660 Phone Number: 407.692.9820 Email: votero@nvrinc.com The reason for the flood plain determination is: E New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 17-3182 Reviewed by: Michael Cash, CFM Date: November 21, 2017 11 • Application for Paved Driveway, Sidewalk or WalkwayIncluding Right -of -Way Use & N 9 9 Y01'10 877- Landscaping in Right -of -Way www."Rfordn.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 o jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat Dearly identifying the tee..AUM.tiel•YL size and location of the existing right—of-way and use shall be provided or application could be delayed. callwror.wum4 1. Project Location/Address: 2275 Kelmscott Court, Sanford, FL 32773 2. Proposed Activity: 0 Driveway Walkway Other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: Construction of New Single Family Home This application is sub fitted by: Property Owner Signature: — 49&__ Address: 4307 Vineland d #H-20 Oriando, FL 32811 Phone: (407) 692-9850 Fax: Print Name: Vicky Otero Email: votero@nvrinc.com Date: /D Maintenance Responsibilities/indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/iimprovement fully restoring the tight -of -way to its previous condition. In the event that any future construction of roadways, utilities, stonnwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the pennittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestoes expense and, if necessary, file a lien on the Requestoes property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnity, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have Signature: the above statement and by signing this application I agree to its terms. Date: 10/18/2017 This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours In advance to schedule a pre -pour Inspection. Pre -pour Inspection by: Date: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Date: Date: Date: Date: t % -Z 1- _W1 Date: Nm Mhmr 9015 RnN I j" rm a a& 10/18/2017 Y RR otPPnEon.CFA PAPPRAISER cc acoowrr, ra.o Parcel Information SCPA Parcel View: 17-20-31-5VC-0000-0660 Prooedy Record Card Parcel: 17-20-31-5VC-0000-0660 Owner: BRISSON WEST PROJECT I LLC Property Address: 2275 KELMSCOTT CT SANFORD. FL 32773 Parcel 17-20-31-5VC-0000-0660 Owner BRISSON WEST PROJECT I LLC Property Address 2275 KELMSCOTT CT SANFORD, FL 32773 Mailing 10100 INNOVATION DR STE 410 DAYTON, OH 45342 Subdivision Name KENSINGTON RESERVE Tax District S1-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions Legal Description LOT 66 KENSINGTON RESERVE PS 81 PGS 86-92 Taxes Value Summary 2018 Working Values 2017 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 14.000 14,000 Land Value Ag Just/Market Value " 14,000 14,000 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 0 0 PSG Adj 0 0 Assessed Value 14,000 14,000 Tax Amount without SOH: $266.58 2017 Tax Bill Amount $266.58 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 14,000 0 14.000 Schools 14,000 0 14,000 City Sanford 14,000 0 14.000 SJWM(Saint Johns Water Management) 14,000 0 14.000 County Bonds 14.000 0 1 .$14.000 Sales Description Date Book Page Amount Oualified Vac/Imp No Sales Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT I 1 14,000.00 1$14.000 Building Information Permits Permit # Description Agency Amount CO Date Permit Dale http://parceldetail.scpaf.org/ParceiDetaillnfo.aspx?PID=l720315VC00000660 1 /2 16/18/2017 SCPA Parcel View: 17-20-31-SVC-0000-0660 No Permits Extra Features Description Year Built Units Value New Cost No Extra Features http://parceidetail.scpafl.org/ParcelDetaillnfo.aspx?PID=l 720315VC00000660 2/2 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 101 1 (i --I I hereby name and appoint: Vicky Otero an agent of. NVR Inc., dba Ryan Homes Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific e{t and applijation for wor located at. Z'L-1S P I r cy R co -L . !S a-4 o.1c ti L. 2,2 -7-I 3 Expiration Date for This Limited Power of Attorney: May 20,2018 License Holder Name: Robert Lattanzi State License Number: Signature of License H STATE OF FLORIDA COUNTY OF Orange 4\ The foregoing instrument was acknowledged before me this day of, 200 17 , by Robert Lattanzi who is o • ersonaill y Icn to me or o who has produced identification and who did (did not) take an oath. c Signature Notary Seal) Print or type name Notary Public - State of F L Commission No. - - S Z My Commission Expires: q Rev. 08.12) PaR SQ.FT. CAM'S IST FLR LIVING 904 Sa FT. 2ND FLR LIVING 065 60. FT. TOTAL LIVM 2J69 6CL FT. LANAI 260 Sa FT, ENTRY 40 64L FT. GARAGE 449 6O. Fr. TOTAL 2918 SIM FT. 111111111111 Ii NON-OI aIALL Ov/'4161f A1D dAmOo RIO IA/p R RDD B7'0/B P014 Oi70 S 6fL11E D7e N11 D R I m 16-0 9Y 64' S 24110%30J6rCA11433439WOR36' 96' 4 nlW-3695 3 33 71 M" 16. 63' S fl1V-34AL 4 64 IM OW 14' W S 763V-nW WIND DESIGN CRITERIA A. BASIC WWD SPEED Mil (3 SECOND GWT) V1LT.150 / YAW-116 Mil B. URERLAL PREAGURE COEFFICQR.. JS C. RISK CATEG4W.TYPE II D. EMMOSIM CATEGORY C NOTE. VAJJIES FOR C4M-0110C S 4 CLADDING PMOOJM ARE BASED ON T&E WL OEW.H WIND SPEED, FBM STl ED. (7014) ALLCM TEGE POW.MMS TO BE MLTIPLIED BY Ob TO MEET TM ALLOWABLE OR NOMINAL TESTED VALL" WED BY PRMUGT hAMPACTURERS. L MM To ORM&L WTALLAMM Ol ALL WAPM MOW 70 FIM TIE RM OOKRIJLL! ® WOT00 THAT® IV !ORATE' A 113M IMAnD ~ L407CGIRf9ED w0c A CABINET SECTION FIRST FLOOR PLAN SCAA.E' 114 - I'-0' ELEVATION 'A' i, A A C N I T I C T S 6 Grope USPI' Inl"L 0. 11OX D REM" SM L*M9W000. FL321lO RF 40T- 7T440TA FARAOT-IM." Is wvwAbd-dvp M C 0003M E 8 8 E 0 L C ii BVJ3D3v da LOT. KENSINGTON RESERVE UOT 066) MID IILA LARGO VERSION/ 01) P1-oJW 2997600 PA02Jr FLOOR PLAN DATI 10/ 10 /1, 91CALE: 1/ 4'=t'—O" 3*1z= 307 9 oarOBR NoC AM= E0 L(A40S MOC wok7vae/6 POI0 UISOO P am 4%IlL3 OMJW Bw Tm rN Aof6aFOWAGEI 0101 30 W 6r 9 796J/•3Sf9 TB' r 0 ECW 36' 6P 9 76b9/-31 r 3 0 3 36• 6P 4 IUW-3LI4 4 0 36' 6P 9 IUW-310 4A 0 36' 6P 4 15W- U4 9 0 TIM36' 4e' 9 390S/•35.10 b 0 w 6T' 4 1 35W.XM WIND DESIGN CRITERIA A. BASIC WND SPEED M-14 (3 SECOND CAW) WLT. PJO / VASD.IIb MPFI B. WAVJ04AL PRfF PRESSURE CORCENT.. JS C. RISK CATEOORY.TYPE 11 D. E) POSUlE CJTEGOR1' C NOTE, VALUE$ FOR G40'4-CMNM 4 CLADODEO PIESS111E AIE BAND CH TM Vwt DESCN WND SPEED. FBCK STN ED. n014, ALLOJO TWE PRESSURES TO BE MLTIPLMO BY 06 TO MW TFE Al 1 n'AULEE OR NOMMAL TESTED VALUES USED BY PROD = MAKFACRVERS. I401E. L PtecRTo DR1tD4t1 IeTAtutla cN ALL TRATOG I'B IS re Irvl tNE ITIUISN IlODY3A.l S! d'RAT® AN711PJ lED lY EOIMR' A TBitilE 11oE,L1ED QiMT 43' K " ALP YIALL NMORAL . 36' 11oIP NA, ORALLSWN A CSCLLAR CMW OECT10T4 SHALL NAVE AN OUT*= OIAMM)t CP AT LEAST I P 03 "V 00 NOT GREATER n W 3 M D (04 U F T1H "CMAL IS NOT CIgC3LAR. IT SHALL MANE A FOOETER DPf71S1014 Q AT LEAST 4 FIDES (W2 " 0 MO NOT tiFBI.1T R TIWIe N (ISO M1, W M A M W 7M CIGSO SECIIQI Q OP7DISIQI CF 3 +' ( St MA EDGES SHALL WAVE A MN"" FWMS OF ODI *4WI to" "u RAILING DETAIL 2 sca.. E vi . r-m• SW TAG elm FLOOR <"W 4 *GREYED PER HALM SCIEDILE PRE •@L10. R MWES PER MUSS PLAN 31 LAYI9IS CF W PLTYIDOD oR (3) LAYERSCP Y4• ale ROOR MAMMAL FW* FOR 60..lD KALM 3! SBD3m 6111943MTO 00 KALLW W Dd KAILS TO BE HALED FR?t BAOmoE FOYER 4 nAx PER I / R3U3 FO 17 I11 3[ ABt OAtA: le THMS e10- 4.1- NOSING uA Pt. PLATE mom W Iod Grr KALE IS' OL MAX J AIR SECTION: 9'- 4" BRG. HT. 0.1'-0' 10'-D 3/ 4' 7ND. FRL FLR 9'- 4• BF7a FI. 42• IIIGN PALM 3)34C Gyp OTFOCERS SEGUED W Md NALD . b•- W 0= e.TP. TMAD 3.4 FE- PS'01Y0m . EA be eTR34m t 1000' LATE ba STIs40ER TO err ON LASOM tOET470, WA' T40 m FLOOR GLUED 4 NAILED DBL 30 Lzoom SBCIY® TO BLOCK W 3A3' TAP CON* PW I V4' EM 34. Or- erAO* W® ANxn W-C' FIN. FLR SECOND FLOOR PLAN St:61E1 1/ 4 . I'-V' ELEVATION 'A' AItC B ITICTI Grousln l"L Y. MR" NUCAII SLYTL LONU fmo.I133TW FK 407.7T4" Tl TA1L407•TT44074 M 4y4 Ipipupom IIIIIIIIII annnnn r 8 w m E 0 t c 8imm Qc LOT. T(3 KENSINGTONRESERVEIUT 166) MODEM& LARGO VERSION# 01) PROJffiCTTj1: 2997.000 PAOIM SECOND FLOOR PLAN aATM 10/10/ 17 SCAI.M 1/ 4'=1'—O" a EZZ 4 OF 9 RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot66KensingtonReserveLargoAGRN Builder Name: RYAN HOMES Street: 2275 KELMSCOTT COURT Permit Office: SANFORD City, State, Zip: SANFORD . FL, 32773 Permit Number: # 1 % - 3 1 8 2 Owner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types(2524.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1208.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 966.00 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 350.00 ft' 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (1301.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1301.00 ft 6. Conditioned Floor area above grade (ft') 2154 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. R= ft' 11. DuctsR ft' 7. Windows(199.1 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 430.8 a. U-Factor: Dbl, U=0.54 151.13 ft' SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.62 48.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 34.8 SEER:15.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 32.6 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 5.036 ft. Area Weighted Average SHGC: 0.296 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1301.0 sgft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 904.00 ft' b. Conservation features b. Floor over Garage R=11.0 397.00 ft' None c. N/A R= ft' 15. Credits Pstat Glass/ Floor Area: 0.092 Total Proposed Modified Loads: 62.96 PASS TotalBaselineLoads: 63.41 1 hereby certify that the plans and sp fications covered by Review of the plans and g14E sr4 this calculation are in compliance the Florida Energy specifications covered by this yFOB, Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: 11- 10-17 Scott Pratt this building will be inspected for y compliance with Section 553.908 I hereby certify that this buildin s designed, is in compliance Florida Statutes. with the Florida Energy Co dt COD WE'C4J OWNER/AGENT- 11/ BUILDING OFFICIAL: .. DATE. DATE: t2-tl-t-1 Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory - sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and starting July 1, 2017 this project requires an envelope leakage test report with envelope leakage no greater than 7.0 ACH50 (R402.4.1.2). 11/30/ 2017 12:03 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 4 FORM R4115-2014 PROJECT Title: Building Type: Owner: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot66KensingtonReserveLarg Bedrooms: 4 User Conditioned Area: 2154 Total Stories: 2 1 Worst Case: No RYAN HOMES Rotate Angle: 0 SANFORD Cross Ventilation: No 691500 Whole House Fan: No Single-family New (From Plans) Address Type: Street Address Lot # 66 Block/SubDivision: KENSINGTON RESE PlatBook: Street: 2275 KELMSCOTT CO County: Seminole City, State, Zip: SANFORD , FL. 32773 CLIMATE J Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO_INTL_AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2154 18309 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2154 18309 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage Main -_- __ 2 Slab -On -Grade Edge Insulatio Main 103.5 ft 397 ft' 904 ft' 11 0.16 0 0.84 0.39 0 0.61 ROOF J # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Gable or Shed Composition shingles 1371 ft' 216 ft' Medium 0.85 N 0.85 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1301 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1301 ft' 0.11 Wood 11/30/2017 12:03 PM EnergyGaugeO USA - v5.1 - Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Belo Space w 1 W Exterior Frame - Wood Main 13 45 6 8 0 364.0 ft2 0 0.23 0.6 0 2 W Exterior Concrete Block - Int Insul Main 4.1 27 0 9 4 252.0 ft' 0 0 0.6 0 3 N Exterior Frame - Wood Main 13 30 0 8 0 2400 ft' 0 0.23 0.6 0 4 N Exterior Concrete Block - Int Insul Main 41 8 6 9 4 79.3 ft' 0 0 0.6 0 5 E Exterior Frame - Wood Main 13 45 6 8 0 364.0 ft' 0 0.23 0.6 0 6 E Exterior Concrete Block - Int Insul Main 4.1 38 0 9 4 354.7 ft' 0 0 0.6 0 7 S Exterior Frame - Wood Main 13 30 0 8 0 240.0 ft' 0 0.23 0.6 0 8 S Exterior Concrete Block - Int Insul Main 4.1 20 0 9 4 186.7 ft' 0 0 0.6 0 9 Garage Frame - Wood Main 13 37 6 9 4 350.0 ft' 0 0.23 0.3 0 10 NW Exterior Concrete Block - Int Insul Main 4.1 10 0 9 4 93.3 ft' 0 0 0.6 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Insulated Main None 39 3 8 24 ft' 2 Wood Main None 39 2 8 6 8 17.8 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang v Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 W 1 Metal Low-E Double Yes 0.54 0.31 12.0 ft' 1 ft 0 in 1 ft 2 in None Exterior 5 2 W 1 Metal Low-E Double Yes 0.54 0.31 15.3 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 3 N 3 Metal Low-E Double Yes 0.54 0.31 15.3 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 4 N 3 Metal Low-E Double Yes 0.54 0.31 30.5 ft' 1 ft 0 in 1 ft 2 in None Exterior 5 5 E 5 Metal Low-E Double Yes 0.54 0.31 15.3 ft' 1 ft 0 in 1 ft 2 in None Exterior 5 6 S 7 Metal Low-E Double Yes 0.54 0.31 30.5 ft' 1 ft 0 in 1 ft 2 in None Exterior 5 7 S 8 Metal Low-E Double Yes 0.54 0.31 32.4 ft' 11 ft 0 in 0 ft 6 in None Exterior 5 8 S 8 Metal Low-E Double Yes 0.62 0.25 48.0 ft' 11 ft 0 in 0 ft 6 in None Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 449 ft' 449 ft' 33 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000378 2136.1 117.27 220.54 3398 7 11/30/2017 12:03 PM EnergyGaugeO USA - v5.1 - Section R405.4.1 Compliant Software Page 3 of 4 f7eT:TXAi:ZIi11-90ZOIi G! HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heal Pump Split HSPF:8.5 32.6 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 34.8 kBtu/hr 0 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model Area Volume FEF None None ft' DUCTS Supply -- Return-- Air CFM 25 CFM25 HVAC # J # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 430.8 ft Attic 107.7 ft Default Leakage Main Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling((jj Heatin[X] Jan [[ jj Feb Jan [X] Feb Mar Mar j j A r [ APr [ Ma [X] Jun [Xj Jul May [ ] Jun [ ] Jul jjXj Au j j Aug X] SeSep j Oct Oct H Nov Nov Dec Dec Ventin [[ ]] Jan [[ ]] Feb X MarX X] A r [ Ma [ ] Jun [ ] Jul Au j Sep X] Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 11/30/2017 12:03 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 2275 KELMSCOTT COURT, SANFORD, FL, 32773 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1208.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 966.00 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 350.00 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1301.00 ft 6. Conditioned floor area (ft2) 2154 b. N/A R= ft2 c. N/A R= ft 7. Windows" Description Area 11. Ducts R ft a. U-Factor: Dbl, U=0.54 151.13 ft2 a. Sup: Attic, Ret: Attic, AH: Main 6 430.8 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.62 48.00 ft2 SHGC: SHGC=0.25 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 34.8 SEER:15.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 32.6 HSPF:8.50 Area Weighted Average Overhang Depth: 5.036 ft. Area Weighted Average SHGC: 0.296 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 904.00 ft a. Electric EF: 0.95 b. Floor over Garage R=11.0 397.00 ft2 b. Conservation features c. N/A R= ft2 None 15. Credits Pstat I certify that this home has complied with the Florida Energ fficiency Code for Building Construction through the above energy saving feature ich will be installed (or exceeded) in this home before final inspection. Otherwise, w EPL Display Card will be completed based on installed Code compliant features Builder Signature: Date: 11 /30/17 Address of New Home: 2275 KEWCOTT COURT City/FL Zip: 32773 Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 11/30/2017 12:03 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 2275 KELMSCOTT COURT Permit Number: SANFORD , FL. 32773 MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402 4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1. as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individulas licensed as set forth in Section 489.105(3)(0, (g), or (1) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood-buming fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. O R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. O R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. O R403.2.2 Sealing (Mandatory)kll ducts, air handlers, and filter boxes and building cavities that forth the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i), Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (2513a) across the system, including the manufacturers air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code 11/30/2017 12:03 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105•F (41•C) or below 55•F (13•C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping Insulation. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 '/: inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). 0 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100•F to 140•F (38•C to 60•C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. 0 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide healing functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6. or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 11/30/2017 12:03 PM EnergyGauge® USA - v5.1 - - Section R405.4.1 Compliant Software Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 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. O R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. O R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55•F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40•F. O R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16. 2013 when tested in accordance with ANSI Z 21.56 Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. O RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights 13 R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space. R-10 is allowed. 11/30/2017 12:03 PM EnergyGauge® USA - v5.1 - - Section R405.4.1 Compliant Software Page 3 of 3 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot66KensingtonReserveLargoAGRN Builder Name: RYAN HOMES Street: 2275 KELMSCOTT COURT Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32773 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim 'oists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 11/30/2017 12:03 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 wrightsoft• Manual S Compliance Report Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM For: RYAN HOMES 2275 KELMSC07T COURT, SANFORD, FL 32773 Design Conditions Job: Lot66Kensing ton Reserv... Date: 7/25/2015 By: FJF Outdoor design DB: 92.5°F Sensible gain: 24594 Btuh Entering coil DB: 76.7°F Outdoor design WB: 76.2°F Latent gain: 3529 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 28123 Btuh Indoor RH: 50% Estimated airflow: 1160 cfm Manufacturer' s Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140361K+ASPT47D14A Actual airflow: 1160 cfm Sensible capacity: 27744 Btuh 113% of load Latent capacity: 3735 Btuh 1060/6 of load Total capacity: 31479 Btuh 1120/o of load SHR: 88% Design Conditions Outdoor design DB: 42.3°F Heat loss: 21431 Btuh Entering coil DB: 69.6°F Indoor design DB: 70.0°F Manufacturer' s Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140361K+ASPT47D14A Actual airflow: 1160 cfm Output capacity: 32112 Btuh 150% of load Capacity balance: 32 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1160 cfm Output capacity: 0 kW 0% of load Temp. rise: 0 OF Meets are all requirements of ACCA Manual S. 2017- Oct-12 15:48:22 At wrightsoft' Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1 veLargoAGRN\ Lot66KensingtonReserveLargoAGRN.rup Cale a MJ8 House laces: N Component ConstructionswrightsofirP Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot66KensingtonReserv... Date: 7/25/2015 By: FJF Project• • For: RYAN HOMES 2275 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: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8 Dry bulb (OF) 42 93 Infiltration: Daily range (OF) 16 ( M) Method Simplified Wet bulb (OF) 76 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U•value Insul R Htg HTM Loss Clg HTM Gain to BWhAt'-"F fP-"F&uh BWhRI' BWh BWhAI' 81uh Walls 12C-Osw: Frm wall, stucco exl, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud 13A-2ocs: Blk wall, stucco ext, r-2 exl bd ins, 8" thk, 1/2" gypsum board int fnsh Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2A-2om: 2 glazing, clr low-e outr, air gas, mill no brk frm mat, clr innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (5.08 ft window ht, 1.17 ft sep.); 6.67 It head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mill no brk frm mat, clr innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 11 it overhang (5.3 ft window ht, 0.5 It sep.); 6.67 It head ht 2A-2omd: 2 glazing, clr low-e outr, air gas, mill no brk frm mat, clr innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.25); 11 ft overhang (8 ft window ht, 0.5 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 it overhang (4 ft window ht, 1.17 ft sep.); 6.67 ft head ht n 195 0.091 13.0 2.52 491 2.85 554 e 349 0.091 13.0 2.52 879 2.85 993 s 210 0.091 13.0 2.52 528 2.85 596 w 337 0.091 13.0 2.52 849 2.85 959 all 1090 0.091 13.0 2.52 2747 2.85 3102 n 55 0.201 0 5.57 307 5.29 291 e 353 0.201 0 5.57 1968 5.29 1871 S 198 0.201 0 5.57 1104 5.29 1050 w 251 0.201 0 5.57 1398 5.29 1330 all 858 0.201 0 5.57 4776 5.29 4542 331 0.091 13.0 2.52 834 1.45 480 n 15 0.540 0 15.0 222 14.1 209 n 31 0.540 0 15.0 456 14.1 429 e 15 0.540 0 15.0 228 33.9 516 s 31 0.540 0 15.0 456 14.3 437 w 15 0.540 0 15.0 228 33.9 516 all 106 0.540 0 15.0 1590 19.8 2108 s 33 0.540 0 15.0 489 14.1 460 s 48 0.620 0 17.2 824 16.1 772 w 12 0.540 0 15.0 179 33.9 406 2017-Oct-12 15:48:22 t= wrightsoft• Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1 veLargoAGRN\Lol66KensingtonReserveLargoAGRN rup Calc = MJ8 House faces: N Doors 11 DO: Door, wd sc type Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" gypsum board int fnsh Floors 20P-11t: Fir floor, frm flr, 12" thkns, r-11 cav ins, gar ovr 22A-tpl: Bg floor, light dry soil, on grade depth n 24 0.390 0 10.8 259 12.0 289 n 18 0.390 0 10.8 193 12.0 215 all 42 0.390 0 10.8 452 12.0 504 1301 0.032 30.0 0.89 1153 1.74 2263 397 0.078 11.0 2.16 857 1.12 444 104 0.989 0 27.4 2835 0 0 2017-Oct-12 15:48 22 C wrightsoft• Right -Suite® Universal 2017 17.0.23 RSU23828 Page 2 veLargoAGRN%Lot66KensingionReserveLargoAGRN.nip Calc - MJ8 House laces: N Project Summary Job: Lot66Kensington Reserv... wrightsoft- Y Date: 7/25/2015 Entire House By: FJF DEL - AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone:407-333-2665 Fax.407-333-3853 Web: WWW.DEL-AIR.COM For: RYAN HOMES 2275 KELMSCOTT COURT, SANFORD, FL 32773 Notes: L.S. 10-12-17 SRP Weather: Orlando/Jetport, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Structure 19405 Btuh Ducts 2026 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 21431 Btuh Infiltration Method Construction quality Fireplaces Area ( ft2) Volume ( ft3) Air changes/hour Equiv. AVF (cfm) Simplified Semi- tight Hea2t1 N Coo 2115% 18822 18822 0. 28 0.15 88 47 Heating Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Model GSZ140361 K AH R I ref :8242629 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 32 OF Backup: 8. 5 HSPF 32600 Btuh @ 47°F 26 0 1160 cfm 0. 054 cfm/Btuh 0. 30 in H2O Input = 0 kW, Output = 0 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 20135 Btuh Ducts 4459 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data Rate/ swing multiplier 1.00 Equipment sensible load 24594 Btuh Latent Cooling Equipment Load Sizing Structure 2459 Btuh Ducts 1069 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 3529 Btuh Equipment Total Load (Sen+Lat) 28123 Btuh Req. total capacity at 0.75 SHR 2.7 ton Cooling Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Cond GSZ140361 K Coil ASPT47D14A AH R I ref :8242629 Efficiency 12.5 EER, 15 SEER Sensible cooling 26100 Btuh Latent cooling 8700 Btuh Total cooling 34800 Btuh Actual air flow 1160 cfm Air flow factor 0.047 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.87 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C wN htsoffi' 2017. Oct-1215:48:22 i 9 Right-Sulte® Universal 2017 17.0.23 RSU23828 Page 1 voLargoAGRN% Lot66KOnsingtonReserveLargoAGRN.rup Cale - MJ8 House laces: N wrightsoft Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONIN9531CODISCOWAY, SANFORD, FL32771 Phone, 407-333-2665 ax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot66Kensington ReserveLa... Date: 7/25/2015 By: FJF 1 Room name Entire House great rm 2 Exposed wall 254.5 It 62.0 it 3 Room height 8.5 it 9.3 It heat/cool 4 Room dimensions 30.0 x 16.0 It 5 Room area 2205.8 f12 480.0 ft2 Ty I Construction number U• value BtuMft2-• F) Or HTM 8tuNft2) Area ( ft2) or perimeter (It) Load Btuh) Area ( ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 t 12C-Osw 2A- 2om 2A• 2om O* 091 0. 540 0. 540 n n n 2. 52 14. 96 14. 96 2. 85 14. 08 14. 08 240 15 31 195 0 0 491 222 456 554 209 429 0 0 0 0 0 0 0 0 0 0 0 0 fCa 1 1 vu I-- o 13A- 2ocs 11 DO 0. 201 0. 390 n n 5. 57 10. 80 5. 29 1203 79 24 55 24 307 259 291 289 0 0 0 0 0 0 0 0 y LG12C-Osw 2A- 2om 13A- 2ocs 0. 091 0. 540 0. 201 a a a 2. 52 14. 96 5. 57 285 33. 86 5. 29 364 15 353 349 0 353 879 228 1968 993 516 1871 0 0 149 0 0 149 0 0 828 0 0 788 Wy L-.G 12C- Osw 2A• 2om 0. 091 0. 540 s s 2. 52 14. 96 285 14. 34 240 31 210 51 528 456 596 437 0 0 0 0 0 0 0 0 4 l 13A-2ocs 2A• 2om 2A- 2omd 0. 201 0. 540 0. 620 s s s 5. 57 14. 96 17. 17 5. 29 14. 08 16. 08 279 33 48 198 65 96 1104 489 824 1050 460 772 279 33 48 198 33 48 1104 489 824 1050 460 772 F- C 1L; V) I I`-- GG 12C- Osw 2A- 2om 0. 091 0. 540 w w 2. 52 14. 96 2. 85 33. 86 364 12 337 0 849 179 959 406 0 0 0 0 0 0 0 0 W R 2A- 2om 13A• 2ocs 12C- Osw 0. 540 0. 201 0. 091 w w 14. 96 5. 57 2. 52 33. 86 5. 29 1. 45 15 251 349 0 251 331 228 1398 834 516 1330 480 0 149 0 0 149 0 0 828 0 0 788 0 D 11D0 168. 30ad 0. 390 0. 032 n 10.80 0. 89 12. 03 1. 74 18 1301 18 1301 193 1153 215 2263 0 0 0 0 0 0 0 0 CF 20P-llt 0.078 2.16 1.12 397 397 857 444 0 0 0 0 F 22A•id 0.989 27.40 0.00 905 104 2835 0 480 62 1699 0 6 c) AED excursion 0 178 Envelopeloss/ gain 16739 15082 5773 3680 12 a) Infiltration 2666 902 708 240 b) Room ventilation 0 0 0 0 13 Utlemal gains: Occupants @ 230 5 1150 4 sm Appliances/ other 1 3000 600 Subtotal ( lines 6 to 13) 19405 20135 6481 54Q Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 19405 20135 6481 5440 15 Duct loads 10% 2026 4459 w- 00 0 0 0 Total room load 21431 24594 6481 5440 Air required (cfm) 1160 1160 1 1 351 257 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr/ ht9oft' 2017.Oc1-12 15 48:22 A& A -Fk 9 Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1 veLargoAGRN% Lot66KensingtonReserveLargoAGRN.rup Calc - MJ8 House laces: N wrightsoft* Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CgNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM Job: LotWensingtonReserveLa... Date: 7/25/2015 By: FJF 1 Room name pdr mud an 2 Exposed wall 8.0 It 6.0 It 3 Room height 9.3 It heat/cod 9.3 It heat/cool 4 5 Room dimensions Room area 4.5 x 8.0 It 36.0 ft2 6.0 x 6.0 It 36.0 ft2 Ty I Construction number U-value Btuh/ft2-•F) Or HTM atuh/f12) Area (ft2) or perimeter (ft) Load Btuh) Area (ft2) or perimeter (ft) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heal Cod 6 Vjl 12C-Osw 2A•2om 2A-2om 0.091 0.540 0.540 n n n 2.52 14.96 14.96 2.85 14.08 14.08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 v r I--D 13A-2ocs 1100 0.201 0.390 n n 5.57 10.80 5.29 1203 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yL_G 12C-Osw 2A-2om 13A-2ocs 0.091 0.540 0.201 a a a 2.52 14.96 5.57 285 33.86 5.29 0 0 74 0 0 74 0 0 414 0 0 394 0 0 0 0 0 0 0 0 0 0 0 0W WL12C-Osw G 2A-2om 0.091 0.540 s s 2.52 14.96 285 14.34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vil 13A•2ocs 2A•2om 2A•2omd 0.201 0.540 0.620 s s s 5.57 14.96 17.17 5.29 14.08 16.08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0II------GG 12C-Osw 2A•2om 0.091 0.540 w w 2.52 14.96 2.85 33.86 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W P 2A•2om 13A-2ocs 12C-Osw 0.540 0.201 0.091 w w 14.96 5.57 2.52 33.86 5.29 1.45 0 0 0 0 0 0 0 0 0 0 0 0 0 56 79 0 56 61 0 311 154 0 295 89 11 DO 16B,90ad 0.390 0.032 n 10.80 0.89 1203 1.74 0 0 0 0 0 0 0 0 18 0 18 0 193 0 215 0C F 2OP-111 0.078 216 1.12 0 0 0 0 0 0 0 0 F 22A-td 0.989 27.40 0.00 36 8 219 0 36 6 164 0 6 c) AED excursion 13 20 Envelope loss/gain 633 380 822 580 12 a) Infiltration 91 31 69 23 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 725 411 891 603 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 725 411 891 603 15 Duct loads 0% 01% 1 0 0 0% 00% 0 0 Total room load M 411 891 6W Air required (cfm) 39 19 48 28 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri httsotFt' 2017.Oct-1215:48:22 9 Right•Suite® Universal 2017 17.0.23 RSU23828 Page 2 veLargoAGRN\Lot66KensingtonReserveLargoAGRN.rup Calc - MJ8 House laces: N wrightsoft• Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 hone: 407-333-2665 Fax: 407-333.3853 Web WWW DEL-AIR.COM Job: Lot66Kensington ReserveLa... Date: 7/25/2015 By: FJF 1 Room name kitchen mstr rm 2 Exposed wall 27.5 If 30.5 If 3 Room height 9.3 It heat/cool 8.0 It heat/cool 4 5 Room dimensions Room area 1. 0 x 352.5 It 3525 ft2 1. 0 x 251.5 If 251. 5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number StutVftZ•F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V)I 12C-0sw 2A- 2om 2A- 2om 0. 091 0. 540 0. 540 n n n 2. 52 14. 96 14. 96 2. 85 14. 08 14. 08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 II----tC 11 V D 13A- 2ocs i1D0 0. 201 0. 390 n n 5. 57 10. 80 5. 29 12. 03 79 24 55 24 307 259 291 289 0 0 0 0 0 0 0 0 T- a 12C- 0sw 2A- torn 13A- 2ocs 0. 091 0. 540 0. 201 a a a 2. 52 14. 96 5. 57 2. 85 33. 86 5. 29 0 0 130 0 0 130 0 0 725 0 0 689 136 0 0 136 0 0 343 0 0 387 0 0 WVy a 12C- 0sw 2A- 2om 0. 091 0. 540 s s 252 14. 96 2. 85 14. 34 0 0 0 0 0 0 0 0 108 31 78 25 195 456 221 437 V l 13A-2ocs 2A- 2om 2A- 2omd 0. 201 0. 540 0. 620 s s s 5. 57 14. 96 17. 17 5. 29 14. 08 16. 08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F-- fa fit-' 12C- 0sw 2A- 2om 0. 091 0. 540 w w 2. 52 14. 96 285 33. 86 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W R 2A- 2om 13A- 2ocs 12C- 0sw 0. 540 0. 201 0. 091 w w 14. 96 5. 57 2. 52 33. 86 5. 29 1. 45 0 47 270 0 47 270 0 259 680 0 246 391 0 0 0 0 0 0 0 0 0 0 0 0 p 11D0 16B- 30ad 0. 390 0. 032 n 10.80 0. 89 12. 03 1. 74 0 0 0 0 0 0 0 0 0 252 0 252 0 223 0 437 CF 20P-11t 0.078 2.16 1.12 0 0 0 0 0 0 0 0 F 22A-tol 0.989 27.40 0.00 353 28 753 0 0 0 0 0 6 c) AED excursion 102 1 48 Erwebpe loss/gain 2983 1806 1217 1435 12 a) Infiltration 314 106 300 101 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/ other 12M 600 Subtotal ( lines 6 to 13) 3297 3112 1517 2366 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3297 3112 1517 2366 15 Duct loads 0% 0% 0 0 25% 42% 384 999 Total room bad 3297 3112 1901 3365 Air required (c(m) 1 1 178 147 1 103 159 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. writ htsoft' 2017-Oct-1215:48:22 g Right -Suite® Universal 2017 17.0.23 RSU23828 Page 3 velargoAGRN\ Lot66KensinglonReserveL.argoAGRN.rup Calc - MJ8 House faces: N wrightsoft• Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 hone: 407.333.2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LotWensington ReserveLa... Date: 7/25/2015 By: FJF 1 Room name rm 3 wic rm 2 2 Exposed wall 12.0 it 7.0 it 3 Room height 8.0 it heat/cool 8.0 It heat/cool 4 5 Room dimensions Room area 7. 0 x 5.0 it 35. 0 (t2 1. 0 x 149.8 it 149. 8 f12 Ty Construction U-value Or HTM Area (112) Load Area (f12) Load number BtuMfl2-*F) 8tuM(t2) or perimeter (it) Btuh) or perimeter (it) Stuh) Heat cool Gross N/P/S Heat cool Gross N/P/S Heat Cool 6 V)I 12C-0sw 0.091 n 2.52 285 56 56 141 159 36 21 52 59 2A- 2om 2A- 2om 0. 540 0. 540 n n 14. 96 14. 96 14. 08 14. 08 0 0 0 0 0 0 0 0 0 15 0 0 0 228 0 215 II----fC 11 yI 13A-2ocs 11N 0' 201 0. 390 n n 5. 57 10. 80 5. 29 12. 03 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y LG12C-0sw 2A- 2om 13A- 2ocs 0. 091 0. 540 0. 201 a a a 2. 52 14. 96 5. 57 2. 85 33. 86 529 40 0 0 40 0 0 101 0 0 114 0 0 20 0 0 20 0 0 50 0 0 57 0 0 WV LG12C-0sw 2A- 2om 0. 091 0. 540 s s 2. 52 14. 96 285 14. 34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy 13A-2ocs 2A- 2om 0. 201 0. 540 s s 5. 57 14. 96 5. 29 14. 08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IE----dfaa 2A- 2omd 0.620 s 17.17 16.08 0 0 0 0 0 0 0 0 Vil 12C-0sw 2A- 2om 0. 091 0. 540 w w 2. 52 14. 96 285 33. 86 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 II-G W R 1- 0 2A- 2om 13A- 2ocs 12C- 0sw 0. 540 0. 201 0. 091 w w 14. 96 5. 57 2. 52 33. 86 5. 29 1. 45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11130 1613- 30ad 0. 390 0. 032 n 10.80 0. 89 1203 1. 74 0 35 0 35 0 31 0 61 0 150 0 150 0 133 0 260 CF 20P-11t 0.078 216 1.12 35 35 76 39 84 84 180 93 F 22A-tol 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 13 22 Envelope loss/gain 349 360 644 662 12 a) Infiltration 118 40 69 23 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 467 400 713 686 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 467 400 713 686 15 Duct bads 1 25% 1 429/6 1 118 169 250% 42% 180 289 Total room bad I 1 1 585 569 893 975 Air required (cfm) 32 27 48 46 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 41- Wri htsOtFt- 2017-Oct-1215:48:22 9 Right -Suite® Universal 2017 17.0.23 RSU23828 Page 4 veLargoAGRN1Lot66KensingtonReserveLargoAGRN rup Calc - MJ8 House faces: N wrightsoft• Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CgNDITIONING 531 CODISCO WAY, SANFORD. FL 32771 hone: 407-333.2665 Fax: 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lot66Kensington ReserveLa... Date: 7/25/2015 By: FJF 1 Room name rm 3 blh 1 2 Exposed wall 25.0 If 5.5 if 3 Room height 8.0 ft heat/cool 8.0 R heat/cool 4 5 Raom dimensions Room area 14. 5 x 10.5 it 152. 3 ft2 11. 0 x 5.5 f1 60. 5 ft2 Ty Construction U-value Or HTM Area (111 load Area (W) Load number Btuh/ft2-*F) 131uhl112) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vjl 12C-Osw 0.091 n 252 2.85 116 86 217 245 0 0 0 0 2A- 2om 2A- 2om 0. 540 0. 540 n n 14. 96 14. 96 14. 08 14. 08 15 15 0 0 222 228 209 215 0 0 0 0 0 0 0 0 IL 13A-2ocs 0.201 n 5.57 5.29 0 0 0 0 0 0 0 0 11 0 11DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 y L.G 12C- Osw 0.091 a 2.52 2.85 0 0 0 0 0 0 0 0 2A- 2om 13A- 2ocs 0. 540 0. 201 a a 14. 96 5. 57 33. 86 5. 29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Wy LG12C-Osw 0.091 s 2.52 285 0 0 0 0 0 0 0 0 2A- 2om 0.540 s 14.96 1434 0 0 0 0 0 0 0 0 Vy 13A-2ocs 2A- 2om 0. 201 0. 540 s s 5. 57 14. 96 5. 29 14. 08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A- 2omd 0.620 s 17.17 16.08 0 0 0 0 0 0 0 0 Vy 12C-Osw 0.091 w 2.52 2.85 84 84 212 239 44 44 111 125 2A- 2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0 tl----GG W P 2A- 2om 13A- 2ocs 12C- Osw 0. 540 0. 201 0. 091 w w 14. 96 5. 57 2. 52 33. 86 5. 29 1. 45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1100 168. 30ad 0. 390 0. 032 n 10.80 0. 89 12. 03 1. 74 0 152 0 152 0 135 0 265 0 61 0 61 0 54 0 105 cF 20P-11t 0.078 2.16 1.12 152 152 329 170 61 61 131 68 F 22A-101 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 45 10 Envelope loss/gain 1342 1297 295 288 12 a) Infiltration 246 83 54 18 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 1588 1381 349 306 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1588 1381 349 306 151 uct 1 251/6 42Y61 402 583 20/0 4296 88 129 Total room load I 1 1 1989 1963 438 436 Air required (cfm) 108 93 124 21 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrl httsotR- 2017-Oct-1215:48:22 9 Right -Suite® Universal 2017 17.0.23 RSU23828 Page 5 Aezk .. veLargoAGRN\Lol66KensingtonReserveLargoAGRN.rup Calc - MJ8 House faces: N wrightsofC Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone:407-333-2665 Fax.407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot66Kensing ton ReserveLa... Date: 7/25/2015 By: FJF 1 Room name laundry nn 4 2 Exposed wall 5.5 It 11.0 1t 3 Room height 8.0 1t heat/cool 8.0 ft heat/cool 4 5 Room dimensions Room area 6. 5 x 5.5 It 35. 8 ft2 1. 0 x 1323 If 1323 ft2 Ty Construction number U- value Btuh/ f12-1F) Or HTM at III Area ( W) or perimeter (ft) Load Bluh) Area ( 112) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vjl 12C-Osw 2A- 2om 2A- 2om 0. 091 0. 540 0. 540 n n n 2. 52 14. 96 14. 96 285 14. 08 14. 08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1F---( 1 1 Vy 13A-2ocs 11 D0 0. 201 0. 390 n n 5. 57 10. 80 5. 29 1203 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy G 12C- Osw 2A- 2om 13A- 2ocs 0. 091 0. 540 0. 201 a a a 2. 52 14. 96 5. 57 2. 85 33. 86 5. 29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 WVy ILC 12C- Osw 2A- 2om 0. 091 0. 540 s s 2. 52 14. 96 285 14. 34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy C 13A- 2ocs 2A- tom 2A- 2omd 0. 201 0. 540 0. 620 s s s 5. 57 14. 96 17. 17 5. 29 14. 08 16. 08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ctfs 12C- Osw 2A- 2om 0. 091 0. 540 w w 2. 52 14. 96 2. 85 33. 86 44 0 44 0 111 0 125 0 88 0 73 0 183 0 207 0 W R 2A- 2om 13A- 2ocs 12C- Osw 0. 540 0. 201 0 091 w w 14. 96 5. 57 2. 52 33. 86 5. 29 1. 45 0 0 0 0 0 0 0 0 0 0 0 0 15 0 0 0 0 0 228 0 0 516 0 0 11D0 16B- 30ad 0. 390 0. 032 n 10.80 0. 89 12. 03 1. 74 0 36 0 36 0 32 0 62 0 132 0 132 0 117 0 230 0 C F 20P-111 0.078 2.16 1.12 18 18 38 20 0 0 0 0 F 22A-tol 0.969 27.40 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 26 226 Envelope loss/gain 180 181 529 1180 12 a) Infiltration 54 18 108 37 b) Room ventilation 0 0 0 0 13 Inlemal gains: Occupants @ 230 0 0 0 0 Appliances/ other 600 0 Subtotal pines 6 to 13) 234 799 637 1216 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 234 799 637 1216 15 Duct bads 25% 42'/6 591 337 25% 42% 161 513 Total room bad 294 1136 798 1729 Air required (cfm) 1 1 16 541 1 43 82 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. c wri htsoR- 2017.Oc1-1215:48:22 9 Right-Sulte® Universal 2017 17.0.23 RSU23828 Page 6 AOCK .. veLargoAGRN\Lol66KensingtonReserveLargoAGRN.rup Calc - MJ8 House faces: N wrightsoft Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407.333.3853 Web: WWW.DEL-AIR COM Job: LotWensingtonReserveLa... Date: 7/25/2015 By: FJF 1 Room name msir bth msir wic 2 Exposed wall 22.0 it 7.5 it 3 Room height 8.0 it heat/cool 8.0 It heal/cool 4 5 Room dimensions Room area 1.0 x 111.0 it 111.0 ft2 7.5 x 5.0 it 37.5 ft2 Ty Construction number U•value Btuh/lt2••F) Or HTM Btu11/f12) Area (112) or perimeter (it) Load Btuh) Area (ft2) I or perimeter (it) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 Vjl IL---fC 12C-0sw 2A-2om 2A-2om 0.091 0.540 0.540 n n n 2.52 14.96 14.96 285 14.08 14.08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 yl L--0 13A-2ocs 11D0 0.201 0.390 n n 5.57 10.80 5.29 12.03 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy a 12C-Qsw 2A-20m 13A-2ocs 0.091 0.540 0.201 a a a 2.52 14.96 5.57 2.85 33.86 5.29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0W 4 l 12C-0sw 2A•2om 0.091 0.540 s s 2.52 14.96 2.85 14.34 72 0 72 0 181 0 205 0 60 0 60 0 151 0 171 0G V)I 13A•2ocs 2A•20m 2A-2omd 0.201 0.540 0.620 s s s 5.57 14.96 17.17 5.29 14.08 16.08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0tl---(G Vjl I--li 12C-0sw 2A•2om 2A-2om 13A-2ocs 12C-0sw 0.091 0.540 0.540 0.201 0.091 w w w w 2.52 14.96 14.96 5.57 2.52 285 33.86 33.86 5.29 1.45 104 12 0 0 0 92 0 0 0 0 232 179 0 0 0 262 406 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 W R I-0 11D0 166-30ad 0.390 0.032 n 10.80 0.89 12.03 1.74 0 111 0 111 0 98 0 193 0 38 0 38 0 33 0 65C F 20P-11t 0.078 2.16 1.12 0 0 0 0 0 0 0 0 F 22A-td 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 167 8 Envelope loss/gain 691 1233 184 228 12 a) Infiltration 216 73 74 25 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 907 1306 258 253 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 907 1306 258 253 15 Duct loads 25"/6 42% 1 229 551 250% 42'/6 65 107 Total room bad 1137 1857 323 359 Air required (cfm) 62 88 18 17 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017.Oc1-1215:48:22 Wrl htsot' Right -Suite® Universal 2017 17.0.23 RSU23828 Page 7pA..veLargoAGRN1Lol66KensingtonReserveLargoAGRN.rup Cale - MJ8 House faces: N wrightsoft Right-M Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL32771 hone: 407.333.2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM Job: LotWensingtonReserveLa... Date: 7/25/2015 By: FJF 1 Room name mslr wic inn msir we 2 Exposed wall 0 it 0 it 3 Room height 80 R heat/cool 8.0 it heal/cool 4 5 Room dimensions Room area 5.5 x 4.5 it 24.8 ft' 5.5 x 4.0 it 22.0 fie Ty Construction U-value Or HTM Area (W) Load Area (ftj Load number Btuh/ftx•F) Btuh/ft2) or perimeter (It) Btuh) or perimeter (It) Bluh) Heat Cool Gross N/P/S Heal Cod Gross N/P/S Heat Cool 6 V)I 12C-0sw 2A-2om 2A-2om 0.091 0.540 0.540 n n n 2.52 14.96 14.96 285 14.08 14.08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0I{-( 11 Vy 13A-2ocs 11D0 0.201 0.390 n n 5.57 10.80 5.29 1203 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0D 12C-0sw 2A-2om 13A-2ocs 0.091 0.540 0.201 a a a 2.52 14.96 5.57 2.85 33.86 5.29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0W V1l C 12C-0sw 2A-tom 0.091 0.540 s s 2.52 14.96 2.85 14.34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy 13A-2ocs 2A-2om 2A-2omd 0.201 0.540 0.620 s s s 5.57 14.96 17.17 5.29 14.08 16.08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t-CC V)I li--f^; 12C-0sw 2A-2om 0.091 0.540 w w 2.52 14.96 285 33.86 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W P 2A-2om 13A-2ocs 12C-0sw 0.540 0.201 0.091 w w 14.96 5.57 2.52 33.86 5.29 1.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I--D 11DO 166.30ad 0.390 0.032 n 10.80 0.89 1203 1.74 0 25 0 25 0 22 0 43 0 22 0 22 0 20 0 38C F 20P-11t 0.078 2.16 1.12 0 0 0 0 0 0 0 0 F 22A-td 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 1 1 Envelope loss/gain 22 42 20 37 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 22 42 20 37 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 22 42 20 37 15 Duct bads 1 25% 1 42'/0 6 18 25% 42'/a 5 16 Total room load 27 59 24 53 Air required (cfm) 1 3 1 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft' 2017.Oct-1215:48:22 9 Right -Suite® Universal 2017 17.0.23 RSU23828 Page 8 veLargoAGRN\Lot66KensingtonReserveLargoAGRN.rup Calc - M.18 House faces: N wrightsoft Right-JO Worksheet Enure House DEL -AIR HEATING & AIR CgNDITIONING 531 CODISCO WAY, SANFORD, Ft-32771 hone: 407.333.2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LotWensingtonReserveLa... Date: 7/25/2015 By: FJF 1 Room name loft 2 Exposed wall 25.0 1t 3 Room height 8.0 It heat/cool 4 Room dimensions 1.0 x 289.0 it 5 Room area 289.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area Load number BtuWft2-1F) Btuh/ft2) or perimeter (it) Btuh) or perimeter Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V+f 12C-0sw 0.091 n 2.52 2.85 32 32 81 91 2A-2om 2A-2om 0.540 0.540 n n 14.96 14.96 14.08 14.08 0 0 0 0 0 0 0 0IF----(( yI 13A-2ocs 0.201 n 5.57 5.29 0 0 0 0 11 L-D 11 DO 0.390 n 10.80 12.03 0 0 0 0 yl 12C-Osw 0.091 a 2.52 2.85 168 153 385 435 f a 2A-2om 13A-2ocs 0.540 0.201 a a 14.96 5.57 33.86 5.29 15 0 0 0 228 0 516 0W W C 12C-Osw 2A-2om 0.091 0.540 s s 2.52 14.96 2.85 14.34 0 0 0 0 0 0 0 0 13A-2ocs 2A-2om 0.201 0.540 s s 5.57 14.96 5.29 14.08 0 0 0 0 0 0 0 0 2A-2omd 0.620 s 17.17 16.08 0 0 0 0 yl IL-_-`G 12C-Osw 2A-2om 0.091 0.540 w w 2.52 14.96 2.85 33.86 0 0 0 0 0 0 0 0 W R 2A-2om 13A-2ocs 12C-Osw 0.540 0.201 0.091 w w 14.96 5.57 2.52 33.86 5.29 1.45 0 0 0 0 0 0 0 0 0 0 0 0 L-p 11DO 168.30ad 0.390 0.032 n 10.80 0.89 12.03 1.74 0 289 0 289 0 256 0 503C F 20P-111 0.078 2.16 1.12 48 48 104 54 F 22A-td 0.989 27.40 0.00 0 0 0 0 6 c) AED excursion 95 Envelope loss/gain 1054 1694 12 a) Infiltration 246 83 b) Room vernilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal Pines 6 to 13) 1299 1777 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 1299 1777 15 Duct loads 250/6 42°/, 329 750 Total room load 1628 25M Air required (cfm) 88 119 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 411- wri htsofFt' 2017.Oct-1215:48:22 9 Right -Suite® Universal 2017 17.0.23 RSU23828 Page 9 veLargoAGRN\Lot66KensingtonReserveLargoAGRN.rup Cale - MJ8 House faces: N Duct System Summary Job: LotNKensingtonReserv... wrightsoft y Date: 7/25/2015 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407.333-3853 Web: WWW.DEL-AIR.COM For: RYAN HOMES 2275 KELMSCOTT COURT, SANFORD, FL 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.197 in/100ft 1160 cfm 122 ft Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.197 in/ 100ft 1160 cfm 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 bth 1 h 438 24 21 0.237 4.0 Ox 0 VIFx 16.1 85.0 st1 great rm h 3241 175 128 0.203 8.0 Ox 0 VIFx 23.2 95.0 st2 great rm-A h 3241 175 128 0.212 8.0 Ox 0 VIFx 18.0 95.0 st2 kitchen h 3297 178 147 0.212 8.0 Ox 0 VIFx 18.0 95.0 st2 laundry c 1136 16 54 0.235 4.0 Ox0 VIFx 16.9 85.0 SO loft c 2526 88 119 0.295 6.0 Ox 0 VIFx 11.3 70.0 mstr bth c 1857 62 88 0.295 6.0 Ox 0 VIFx 11.3 70.0 mstr rm c 3365 103 159 0.304 8.0 Ox 0 VIFx 9.1 70.0 mstr we c 53 1 2 0.304 4.0 Ox 0 VIFx 8.9 70.0 mstr wic h 323 18 17 0.294 4.0 Ox 0 VIFx 11.6 70.0 mstr wic Int c 59 1 3 0.326 4.0 Ox 0 VIFx 3.5 70.0 mud mt h 891 48 28 0.206 4.0 Ox 0 VIFx 21.3 95.0 st2 ldr h 725 39 19 0.197 4.0 Ox 0 VIFx 27.1 95.0 st2 no 2 h 893 48 46 0.232 6.0 Ox 0 VIFx 18.4 85.0 st1 an 3 h 1989 108 93 0.227 6.0 Ox 0 VIFx 20.8 85.0 st1 rm 3 wic h 585 32 27 0.209 4.0 Ox 0 VIFx 29.8 85.0 st1 m1 4 c 1729 43 82 0.300 6.0 Ox 0 VIFx 10.1 70.0 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 617 451 0.197 577 14.0 0 x 0 VinlFlx SO Peak AVF 227 240 0.209 542 9.0 0 x 0 VinlFlx 2017-Oct-12 15:48:23 C wrightSOfir Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1 veLargoAGRN\Lot66KensingtonReservetargoAGRN.rup Calc - MJ8 House faces: N Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 1160 1160 0 0 0 0 Ox 0 VIFx 2017-00-12 1 s:aa:23 C wrightsoft• Right -Suite® Universal 2017 17.0.23 RSU23828 page 2 veLargoAGRN\Lot66KensingtonReserveLargoAGRN.rup Calc - MJ8 House laces: N FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). Energy Performance Level (EPL) Display Card (one page) Mandatory Requirements(three pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report(usually one page) If Form R405 duct leakage type indicates anything other than 'default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v5.1 10/12/2017 3:52:42 PM Page 1 of 1 I I I I I I I I I 1AH9 I I w+as I I I I I I I I I I _ I 14xTcd 14x llw d 4' ILJ bath duct 0 _--------- ex w` I - --- - - J s• o roof cap 145 14x8 Iwcd 41 fan I »8x4 Iutone696RNBI=====1 • o --- ----- -' 10 Transfer ducts/grilles sized in compliance with Ftorlda Residential Building Code - M1602.4 Balanced Return Air, exceptions 1-3. Builder must provide unrestricted 1 Inch undercut on doors to habitable rooms. I 1.18C*fOBOClIAOOvH r-PXTOatm 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL AD Builder will need to provide a/c duct chose 4-01 e Iloess. pp g ggpp}gg 815 Iwcd VWCUL i 4• 90 JOx6 Iwcd !!!till) 6' 1 120 0 45 10x6 Iwcd r.. m eye 20x6 *at rag s re•1 •m ex 3.0 TON WOW 8240V 1PH 18x13 plen platform by bldr scale 4/8'-1'0' 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. mow. I r.e m 80 Ix6 Iwcd 20x6 watt rag 55 8x4 Iwcd 11! 20x6 wall rag 95 MEMO x6 Iwcd A7lfllt•Ot 3' bath duct to roof cap w/fan Nutone 696RNB 4' dryer duct to roof cnp w/dryer vent box 3' bath duct to roof cap w/fan Nutone 696RNB Rating v 06—1 g es Q S C/) m Q O ll.i ILI 0 0 LIJ LLJ 0 LIJ Z LLI 0 O LD O C\U O Z O) 0 Lr) Q L z U LL- d tD LIJ ry J ,D Y Z O N m w Z oJ Z Q F— p m Li 3: Q O I O Z) Q W m a— J U) C21 0 ZT- pvc, ow Advantage Plumbing, Inc L.cLnse # C FGl7% Signature U` gyro to / 2h RECORD COPY L4V DESCRIPTION AS FURNISHED: Lot 66, KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: Ryan Homes/NVR Inc. RECORD COPY LOT 67 1 SWINSTEAD DRIVE (80' PRIVATE R/W) 5.00, 5.00, rJ1 1-7-13ISZ 5.00' 5.00' N">4 :('Mg I. ATE 2 11 IZ_. Ok to construct single family home , ....,. with setbacks and impervious area shown on plan. L(5 . F o ; r.1, 3 , A D=18'24' 31 R= 95.00' L=30.52' C=30.39' B.S.) S 89°40' 51 " W 40.00' 10' WALL & UTIL. ESMT. 31.80, 31.80, LOT 66 26.0' ip EXTENDED LANAI p 5.00, 5.00, 30.0' LOT 65 O O PROPOSED RESIDENCE O O MODEL: LARGO -A VERSION 01 0 2 CAR GARAGE RIGHT O ^ O ENTRY ' 26.30' — DRNE _ 25.20' 1110' UT1 ESMT. 0 6.74' N 89040' 51 " E 10.00' KELMSCOTT COURT (50' PRIVATE R/W) PROPOSED a FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY BUILDING SEIR9CKS: AS FURNISHED PER DRAINAGE PLANS FRONT - 25' PLOT PLAN AREA CALCULATIONS REAR a 20' DRAINAGE FLOW IMPERVIO E FEET OR 45.SR 5' LOT GRADINGRADIGROTYPEEB \ SSIDELOTCONTAINS4,648t SQUAREFEETIDE 7.5FFOR 60' LOTS PROPOSED FINISH FLOOR PER PLANS a 30.2' LIVING AREA CONTAINS 1,3531 SQUARE FEET* 12S SIDE a 10' FOR 75' LOTS CONC LANAI PORCH CONTAINS 764t SQUARE FEET G SIDE STREET - 25' CRUSETNME' YER-SCOTT ASSOC, INC, - LAND SURVEYORS LEG[ ND - LEGEND - P , PLAT PAL, , POINT ON LAN[ 5400 E. COLONIAL OR. ORLAN00, FL. 32807 (407)-277-3232 FAX (407)-658-1436 F . FIELD TYP. . TYPICAL Ip. JL • IRON ROD PRL • POINT OF CEV01tt CWNATUiI[ IR. • WON R00 ICI. POINT Or COMPOUND QRVATWE NOTES: 1. THE UNDERSIGNED OM MEREBY CERTIFY FIAT THIS SURVEY MEETS INE SIANOARDSS OF PRACTICE SET FORM fry IW FLORIDA BOARD OF CAT • tC MONUMENT RA• RADIAL PROFESSIONAL SURVEYORS AND MAPPERS W CHAPTERAND SJ-17 FLORIDA AOMWSIRATNE CODE pWtOR FLORIDA STATUES IESEREU21ISETLR. . 1/2• IA .nLl .S9A M.A. . NDN-ROGUE 4" 4. UNLESS dB065ED WITH SURYETDRS SICNA/LRE AND ORW7NAL RAISCD SEW. Dtl5 SURVEY WP OR COPIES ARE Apr VAU0. CNVAUDL, RAGRCCOVM0WP. • WITNESS POINT PALL OINT Or KGINNMO CALL • CALCUI.AI[D J. THIS SURVEY WAS PREPARED FROM TITLE KrOft"DON FURNISHED 10 WE SU%IVM DIME (RAY BE OrMR RESTRICTIONS OR EASEMENTS ITNr AFFECT` THIS PROPERTY. AG • DIM or COWIINNCCNU/f Rx • PCRWA/fxT R[/[R[NK NOMWIFM ti01 t • CEIRCRLIIIN FP. • BUILDING SETBA 4, NO UNDCROMMWPC „AVE BEUI LOCATED UNLESS OTHERWISE SHOWN. HLO . NAIL L DISK DSL WILDING S[IMCK LINE KLINa THIS SURVEY O FVPLPNtED iCYP THE SOLE BENEFIT OF THOSE CERTIfl[o ro AND SNOIRD Nor Bf RETIED UPON BY ANY OTN[R LNTIfl: R/W . RUINT-Or-WAY tll • KNCIM" ERAIMAG T t11 9AS[ KAR114 a OWENSONS SHOWN FOR ME LOCATION of WPROVLYEMS HEREoN SHOULD Nor Bf USED To AECONSTRLCT AOfAYD1ARr EWES. 7. BEARINGS, ARE BASED ASSU140 DATUM AND ON TILE UNC SHOWN AS BAM BEARWO (B.0.) DRAT. UtIL • DRAINAGE UTILITI' 0. CLMATIOM% Ir SHOWN; ARE 8ASED ON NATIONAL crowiIC VERTICAL DATUM OF 1929. UNLESS OTNCRWIX NOTED, CL . CHAIN LIMO BOG[ Wort • FENCE 9. CER11F1OI1F Of AUTHORIZATION ?k. 1390. C- 18 CONCRETE as : CPOINT mcRcOrBLOCK SCALE --- I' DRAWN BY: P. I. • ro1Nr OF TANGEICY KSC. • KSCRIFTION D CERT1nE0 OY: DATE ORDER NO. RADIUS NCIN PLOT PLAN 10-09-17 4258-17 C : Cep REVISED PLOT PLAN (MOVED AC) 10-12-17 C. D. - CHORD RARING NORTH THIS SUILO/NC/PROPSM DOES NOT UE WTMIN I MEESUBUSHED100YEARFLOODPLANEASPER 'FIRM' i %. RUSENW ZONE x- MAP / 12117000OOF (09-28-07) . SCOTT, a a o u Aml ROOF TRUSSES A FLORIDA CORPORATION Go v- M 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:66 / MODEL:LARGO V1 / ELEV:A / GAR R JOB#: 69952 MASTER#: XR5LG1AE9 OPTIONS: EXTENDED LANA1::9'4" CLG 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. A#==TRUSSES A FLORIDA CORPORATION RE: Job XR5LG1AE9 Site Information: Customer Info: RYAN HOMES Project Name: Scattered Lots A-1 Roof Trusses 4451 St Lucie Blvd Fna Piprrp FL UQAA Lot/Block: Model: LARGO v1 Address: Subdivision: City: County: Hillsborough State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014frPI2007 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 44 individual, dated Truss Design Drawings and 16 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 6 1 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 A0090956 FG01 10/2117 13 A009096e FL11 10/2/17 25 AC090947 CAA 1012/17 2 A00SO957 FG02 10/2/17 14 A0090969 FL12GE 10/2/17 26 IA0090948 CJ2E 10/2/17 3 A0090958 FL01 10/2/17 15 A0090937 A01 1012/17 27 A0090949 CJ3 10/2/17 4 A0090959 FL02GE 10/2/17 16 IA0090938 A02 10/2117 1 28 A0090950 CJ4E 10/2/17 5 A0090960 FL03 10/2/17 17 A0090939 A03 10/2/17 29 A0090951 CJ5 10/2/17 6 A0090961 FL04 10/2/17 18 A0090940 A04 1012/17 30 A0090952 E01 10/2/17 7 A0090962 FL05 10/2/17 19 A0090941 A05 10/2/17 31 IA0090953 F03 10/2/17 8 IA0090963 FL06G 10/2/17 20 A0090942 A06 10/2/17 32 IA0090954 F04 10/2/17 9 A0090964 FL07GE 10/2/17 21 IA0090943 B01 10/2/17 1 33 A0090955 F05 1012/17 10 A0090965 FL08 10/2/17 22 A0090944 B02 10/2/17 34 A0090970 HJ2A 10/2/17 11 A0090966 FL09 1012/17 23 A0090945 804 10/2117 35 A0090971 1-1J3A 10/2/17 12 A0090967 FL10 10/2/17 24 A0090946 I CA 1012117 36 A0090972 I HAE 10/2/17 The truss drauwng(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided byA-1 Roof Trusses, Ltd. Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2019. NOTE.The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of components for any particular building is the responsibility of the building designer, perANSUTPI.1 Sec. 2. The Truss Design Drawing(sXTOD[s]) referenced have been prepared based on the construction documents (also referred to at times as 'Structural Engineering Documents') provided by the Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to Anthony Tombo III PE by (Al Roof Trusses or specific location]. These TDOs (also referred to at times as 'Structural Engineering Documental are specialty structural component designs and may be part of the 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 professional Anthony T. Tombo, III engineering responsibility for the design of the single Truss depicted on the TOO only The eR„'se Building Designer Is responsible for and shall coordinate and review the TOOs for l compatibility with their written engineering requirements. Please review all TOOs and all 1, P.E. SERIAL #: related notes. 38 BCA22100 0000004C1287DF Page 1 of 2 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA CORPORATION RE: Job XR5LG1AE9 No. Seal # Truss Name Date 37 A0090973 HJ7 10/2/17 38 A0090974 J2A 10/2/17 39 A0090975 J3A 10/2/17 40 IA0090976 ME 10/2/17 41 A0090977 J7 10/2/17 42 A0090978 M7G 10/2/17 43 A0090979 VM3 10/2/17 44 A0090980 VM5 10/2/17 45 STDL01 STD. DETAIL 10/2/17 46 STDL02 STD. DETAIL 10/2/17 47 STOL03 STD. DETAIL 10/2117 48 STDL04 STD. DETAIL 10/2/17 49 STOL05 STD. DETAIL 10/2/17 50 STOL06 STD. DETAIL 10/2/17 51 STDL07 STD. DETAIL 10/2/17 52 STDL08 STD. DETAIL 1012/17 53 STOL09 STD. DETAIL 10/2/17 54 STDL10 STD. DETAIL 10/2/17 55 1 ST01-11 STD. DETAIL 10/2/17 56 STDL12 STD. DETAIL 10/2/17 57 STDL13 STD. DETAIL 10/2/17 58 STDL14 STD. DETAIL 10/2/17 59 STDL15 STD. DETAIL 10/2/17 60 1 STDL16 I STD. DETAIL 10/2/17 Page 2 of 2 Nss Truss Type Qty ply RYAN HOMES / LARGO A0090937 xRSLG1AE9 A01 HIP Girder t t Job Reference (optional) n, rigor irt, u . ron men , rL , z,wo, coWn®a rwn: a. uu 3 10 LUl / F'rIr1I: a 1 LV a IO:hA3xRN7 H8GY sOsevncv2z aaaa Load adl a 7118 In su10 = 2x4 It 3m6 = 5d0 MT20HS= 114 — hat II 4Xt0 = LOADING(psO SPACING- 2-0-0 CSI. I DEFL. in (loc) I/deb L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.29 10-12 999 360 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.68 I Vert(TL) 0.72 10-12 498 240 MT20HS 187/143 BCLL 0.0 ' Re Stress IncrP NO WB 0.80 Harz L) R 0.13 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS I Wind(LL) 0.35 10-12 999 240 Weight: 164 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP N0.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-11.6 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 2494/0-3-8 (min. 0-2.1) 7 = 2494/0-3-8 (min. 0-2-1) Max Harz 2 = -59(LC 28) Max Uplift 2 =-893(LC 4) 7 =-893(LC 5) Max Grav 2 = 2494(LC 1) 7 = 2494(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5140/1869, 3-20=-0367/2382, 20-21=-6367/2382, 4-21=-6367/2382, 4-22=-6367/2382, 22-23=-6367/2382, 23-24=-6367/2382, 5.24=-6367/2382, 5-25=-6390/2392, 25.26=-6390/2392, 6-26=-6390/2392, 6-7=5136/1867 BOT CHORD 2.13=-1633/4652, 13-27=-1630/4668, 27-28=-1630/4668, 12-28=-1630/4668, 12-29=-2276/6390, 29-30=-2276/6390, 11-30=-2276/6390, 11-31=-2276/6390, 10-31=-2276/6390, 10-32=-1635/4664, 32-33=-1635/4664, 9-33=-1635/4664, 7-9=-1638/4648 WEBS 3-13=0/504, 3-12=-738/2061, WEBS 3.13=0/504,3-12=-738/2061, 4-12=-690/480,5-10=-70G/479, 6-10=-753/2092,6-9=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=5.Opsf: BCDL=5.Opsf; h=25ft: Cat. II; Exp C; End.. GCpi=0.18; MWFRS (envelope); cantilever left and right exposed : end vertical left exposed; Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=1b) 2=893, 7=893. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 240 lb down and 269 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 269 lb up at 23-0-0 on top chord, and 365 lb down and 119 lb up at 7-", 88 lb down at 9.0-12, 88 Ib down at 11-0-12, 88 Ib down at 13-0-12, 88 Ib down at 15-0-0, 88 Ib 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 119 lb up at 22-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead « Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1.3=-60, 3-6=-60, 6-8=-60, 14-17=-20 Concentrated Loads (lb) Vert: 3=-193(F) 6=-193(F) 13=-365(F) 9=-365(F) 20=-123(F)21=-123(F)22=-123(F)23=-123(F) 24=-123(F) 25=-123(F) 26=-123(F) 27=-70(F) 28=-70(F) 29=-70(F) 30=-70(F) 31 =-70(F) 32=-70(F) 33=-70(F) Ion•kmyprrmr.gh'U10(f ilsf8tl(Ito'rBII1tl01MfIf040W116I0a C'll;YOJf.(aQ11'In 4h sup r dnv am a in Amp 6.•M.mdmra"1*.rnl'1 IsmS4albn w. Lmauwuv lr.m IG.q 1l-*d•ss Ad%Mdm0lsMrrl MrMU Melt*r./r•fpd•tgw:ghursmMrmr.rasrysn ms4tasu nlae rrtraWm bnar lumrr huaysrsghMMalo IRr ranpoloo,Isagmtrn roNt Anthony T. Tombo lit, O E. I dw Mrtm r.laaltinmuy.awt OrO...r4+.1..ermrgn.mrugl.uffe..anna mlllm Nfdawwgdlr nu.aapM r maq wwertm. ala yr4l oq..uawdYaq aarmay.Y1M. 280083 M MIyMr si:od amrsusghto sigh loss siphn/mlr,t.pwfra!/d.ra pgpdmit mdmt nrrMns b V" pdmr not idm0"Wed"rtdMir agh o-wtraps. trmlrup(rpaad lrrrauSeao,amr t.m Nall,•4aoodoa..MM raM emd hlmrlryt msM171. Y1 hutv,o Graflars4prslw W dasiaamm—W.Wsmt ort er Lucie 3494fortO;erce, FL 3a946 ypgYt 0 1011A•I Led hums •A19uyI.11eMN.f.t. lepdmtmdenlsnara, isrq lasirpJ,Wd rnlmroe.nau fa.fsul hasl•I tIJLmur IafM 1. hall OL F.I. job rus5 Truss I yp@ QtY Ply RYAN HOMES/LARGO 36 RSLGIAE9 A02 Hip 2 1 Job Reference (optional) Roo! Trusses, Fort Pu:rce. FL 34946. dasgn4@aIvuss.com Run, 8.120 s Aug16 2017 Print: a.120 a Aug 16 2017 MiTek Industnes, Inc Mon Oct 2 12,51:06 2017 Page 1 IO:hA3xRN7kH8GY sOsevncy2zOBnp-EMKGUOIrdryEesuD788?rKGlicdPdethWhzx7yXSw3 f1 0 0 9-0.0 15-0 0 21 0-0 30-0-0 31-0-0 1- 0-0• 94-0 6-" i 6- 0-0 1 94-0 1 4. 4 = 3. 4 = 4.4 = Goad Load Gall. - 5116 in 3. 6 11 3.4 = LA MT20HS= 30 = 34 II LOADING ( psf) SPACING- 2.0-0 CSI. I OEFL. in (loc) 1/de0 Ud PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.65 Vert(LL) 0.17 12-15 999 360 MT20 244/190 TCOL 10.0 Lumber OOL 1.25 BC 0.96 Vert(TL) I0.49 12-15 737 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.11 8 n/a n/a BCOL 10.0 Code FBC2014/TPI2007 Matrix -MS l Wind(LL) 0.20 12.15 999 240 Weight: 129 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 'Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 NEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP N0.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlms. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection• in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 8 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 74(LC 12) Max Uplift 2 = 357(LC 8) 8 = 357(LC 9) Max Grav 2 = 1260(LC 1) 8 = 1260(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-950/0, 3-21=-2125/1139, 21- 22=-2042/1152, 4-22=-2030/1168, 4- 23=- 1992/1196, 5-23=- 1992/1196, 5- 24=- 1992/1196. 6-24 =- 1992/1196, 6- 25=-2030/1168,25.26=-2042/1152, 7- 26=-2125/1139. 7.8=-950/0 BOT CHORD 2- 12=-904/1872, 11-12=-1093/2204. 10- 11 =- 1093/2204, 8- 1 0=-916/1872 WEBS 4- 12=-92/469, 5-12=-404/271, 5. 10=-404/271, 6-10=-92/469 1111t* l 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5 Opsf; BCOL=5 Opsf: h=25ft: Cat. It: Exp C; Encl., GCpi=0.18: MWFRS (envelope) and C-C Exterior(2) -1.0-0 to 2.0-0. Interior(1) 2-0-0 to 9- 0-0. Exterior(2) 9-0-0 to 25.2.15, Interior(1) 25-2-15 to 31-0-0 zone; cantilever left and right exposed; end vertical left exposed:C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) except 61=1b) 2=357. 8=357. LOAD CASE(S) Standard 4. q •Mu rgryin r. Y •: • IJtI'taz,vll[rraaal RI:I1 t (OWICnrmroM.-@11",:rooaaN[lrin cej M.p p m r r rm.r Imp aup aaw;llljr r 1aq r t.Y art td-2106rr.u. pmnewu ra1.a IH. ah Iatrv... ra, r..urmrrl.r.ru,waurt.0.tta ty.rruaaa.ram:aa>ops,4mparrq.gnwuadra atimrytw:aprarww,.wrPu.roayru.Mnagrsmuray AnthonyT.TomboIII,P.E. rn:4fM im:r at l4yhmvuwu4al.r.rl.wsnm.tra•rrt.yay.•a:wroaagL:i ufrair 1,41•1arrlM.roond4M t Ira,Nlw/rtmt aAlot rat v p.WAnarYrbt rlMr mt.usMa r as rLap Due•.a.rllrmlmwrpr.r rt.atu.n..;nnitro.;utt,rirywrtura an.rtr s BOOB] r't P P•+P rrMass rny.awrrawamI'm au".rm,aorty.a.rtm,wrm,r..6a 4451 SL Lucie Blvd. w..m MrLrlorodw•.•.yedsw:«Qr rotm:a.plspmn101a Wtgaup.,. hn f,m'4}r.4a, hYp uyrmrrn r,aarr.A1, a lrn:ilYti1111A14dlusus Adbpl. IralertLll.Opel.modAil 4>.arn,isoil load PAsaW.4"lat.mopMmuwbaAIGdlusul•Milton l.lrah1411. Fort Pierce, FL 34946 Job I fuss I ruse Type Qty ply RYAN HOMES/LARGO A0090939 XRSLGIAES A03 Hip 2 1 Job Reference o Uonal w, U .a.o.,.o,rgIty. 4.4 = RYA: O. r[V Tr nu w Nv rnni: a. ID:hA3xRN HBGY sOsevr 4.6 = 06W Lord Doll - 114 In 4.6 II Us= 3.6= 3.4= 496 II 11 0 0 19.0.0 30.0-0 11-0-0 A-0-0 It 1.n n Plate Offsets (X,Y) - 12:Edge,0-0-01, 15:0-2-4.0-2-81, [6:0-5-0,0-2-01, [9:Edge,0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.22 11-20 >999 360 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.62 Ven(TL) -0.57 11-20 >628 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.24 Horz(TL) 0.09 9 n/a n/a BCOL 10.0 Code FBC2014rrPI2007 Matrix -MS Wind(LL) 0.16 11-13 >999 240 Weight: 145 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 'Except' T2: 2x4 SP M 30 SOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0. Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-5 oc purlrns. BOT CHORD Rigid ceiling directly applied or 6-10-15 oc bracing. WEBS 1 Row at midpt 6-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation 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 13) Max Uplift 2 = 339(LC 12) 9 = 339(LC 13) Max Grav 2 = 1260(LC 1) 9 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 23=-1207/54, 3-22=-2239/1272, 4-22=-2220/1288, 4-23=-1932/1079, 5-23=-1876/1095,5-24=-1739/1094, 24-25=-173911094,6-25=-173911094, 6-26=-1876/1095,7-26=-1932/1079, 7.27=-2220/1288, 8-27=-2239/1272, 8-9=-1208/54 BOT CHORD 2-13=-1063/2009.12-13=-787/1739, 11-12=-787/1739, 9-11=-1075/2009 WEBS 4-13=-322/319, 5-13=-401417, WEBS 4-13=-322/319, 5-13=-401417, 6-11=-33/417, 7-11=-322/318 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=0.18: MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(1) 2-" to 11-0-0, Exterior(2) 11-0-0 to 23.2-1S. Interior(1) 23-2-15 to 31-0-0 zone; cantilever left and right exposed: end vertical left exposed;C-C for members and forces 6 MWFRS for reactions shown; Lumber OOL=1.60 plate grip OOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load 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=339, 9=339. LOAD CASE(S) Standard Iryy•Ma4aap:rn.l.lr'IIIOp 1165B116t(rtlglri 61Mf1DItlCnfO{nhrGRr; 11O1Nfi4[Rb, k4Y.p Doan alnpm,enhnr Auptrnw,"•W;aalegf I.lrltf hbw 9rpl•n.a fdmdw,. anlaia ltl. ah 4 r1 ila pat rlt! p,aY'h (. h rfl II I h,l OYp II/1.11.1pM f ergi W a>M lallral ptl1'anlalpdhMl r7arr rlyaNfw4haYp Ill •. Ntl Igael aa, lll.n /. RA. 111a.p.-po, 4",o m awfl I radarirafrghlYlhlsrry.alN/bOm.YQ.nir ulttlp..OrWgM su:trmarl410.b4f.la4d/dYgrWd04.IW4P.WdIvinalw!tlimdin 4nthonr 2T. SW83TombItl, P.E.. raylnq. r0ao u-ota«.rlNarm mlml.hEmdalrticawa.SM Mraw;tllGaYadamr WiuraKrr ' "wAMIk bi-4W Imsftd WNd 18Lude a1..iuoWMrf ploradna..rtghd rtrrhd Ih lmrOw?4asa10lti MyM.pr.. Imlf.m 5r adnwM UwWahm "hiwerN r~ nu u4laadaarda N.0 ar p..Imrta Ip..Mmra.aar..rar 4451 St.l.ude 3494 fatPierce, FL 34946 dAri1MCl111llledLnwl• Idb/ryl.ddolLt.f. tepeMnnddirt Inaeq,i/Mlaa•ispdrLlN.r61adie •aanKrdidaheal•IlwlLnus•WWI l.11ahlQIII. JOD I fuss Truss I ype Uty Ply RYAN HOMES r LARGO A0090940 RSLGtAE9 A04 Hip 2 1 Job Reference (optional) w.aw, w. r7o.a.a, .a.a.o, a sryngn.uusa.cun Kun: a.IZu s Aa lU gal l VnnI: a 12(1 D AU9 15 2017 MTOk IndU3tnee, Inc Mon Orx 2 12:51:08 2017 PBgga 1 10:hA3xRN7k 8GY_sOsevncy2zO8np-BIStv3m69T9iUyOHLYAf4GOWsWlvtY6WgMOOyX5w1 r1 0.0 6-5-13 13 0 0 t7.0-0 23.6.3 30-0 0 31-0.0 1 6-5-13 6.6.3 1 4.0.0 6.6-3 I 6.5.13 1A-G-0 4.6 11 4x6 lr OmW Load Dart. v 114 in 06 II 30 = 3.6 MT20HS= 3x4 = 4x6 II 10$-8 8 1 1-1 10-6-8 Plate Offsets (X,Y)- 2:0.3-15.0-0-41,f50-3-1•Edgel,f6.0-3.1,Edge 9:0-3.15,0-0 4) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 jTC1.00 I Vert(LL) 0.45 13-16 799 360 MT20 244/190 TCOL 100 Lumber OOL 1.25 BC 0.97 Vert(TL) 0.69 11-13 521 240 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.25 HOrz(TL) 0.12 9 n/a n/a BCOL 10.0 Code FBC2014lTPI2007 Matrix -MS ; Wind(LL) 0.31 13 999 240 Weight: 133 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min.0-1-8) 9 = 1260/0-3-8 (min.0-1-8) Max Horz 2 = 104(LC 13) Max Uplift 2 = 358(LC 12) 9 = 358(LC 13) Max Grav 2 = 1260(LC 1) 9 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1078/140,3-22=-2249/1232, 4-22=-2230/1251,4-23=-1926/1054, 5-23=-1846/1071,5.6=-1532/1010, 6-24=-1846/1071,7-24=-1926/1054, 7-25=-2230/1251, 8-25=-2249/1232, 8-9=-1078/140 BOT CHORD 2-13=-1032/2017. 13-26=-6 56/ 1532, 12-26=-656/1532, 12-27=-656/1532, 11-27=-656/1532,9-11=-1043/2017 WEBS 4.13=465/414, 5.13=•128/498, 6-11 =- 128/498. 7-11=-465/414 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf: h=25ft; Cat. It: Exp C; End., GCpi=0.18: MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0. Interior(1) 2-0-0 to 13-0-0, Extenor(2) 13.0-0 to 17-0-0. Interior(1) 21.2-15 to 31-0-0 zone: cantilever left and right exposed; end vertical left exposed:C-C (or members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCOL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 61=1b) 2=358. 9=358. LOAD CASE(S) Standard fnq.M!.pi.r.e.'il lOLq It6381'S(It[r, fldul rtlMll(14pdn(Etak,'GRr uoadt7nlilrin left ervp.r.me fun.rb en tmr Mepbe.4PU1 f IN low, 1.Toms It-1. r6am 90aa... dn.nem. Odom. IN, uq otr.,e ealwx.ure.eels. ne a.wwupt.0• ipanty.ryr e alnln,....op.Ixe.ra+.a r.mleurnbneeyaawpMequa r N e..rttil Iswp.."Lbdq ramwwe ' Antheny T. Tombo III, P.E. r.u4mrw r..ArAheeany.wn4e.o...A.)..'.ea.nlra•r.kuyhye...,a4:roLmmer:,wt.e rrlM twarni rtmrgAalmfrLn.atayA.tyap.nenernoturran e.tAn4 oft...aa... t 8008] r 1.tMuPr alt r>f u.uuw.rturmpmirprnnrmt.e tew.ffr urw tlmt+Mtnr WeuurwlAepm t•• tluemrnuera„I een e lnu nup..tm.lmp4*• rne a..n.M.lh.een.gMe s.•egl,•felr..ntl m1.11.}I+nune0[LYt h p•..t.ffnr' I IMS Ogalunnm.fnAM.IM 4451 St. Lucte Blvd. eniilhi 01111 A 11ee1 helul • AAeer 1.leele rtl U. hpelm e alibis Aeneue, is a" sae. n p.lilitel sidm 6e snnn pomissiee bee A•l hd heelee -Ae6eq 1.lamb It F.E. Fort Piece, FL 34946 Job fuss truss type Qty YAN HOMES / LARGO A0090941 xR5LG1AE9 A05 Common 5 1 Job Reference(optional) Root Tneasee, Fort Pieroe, FL 34948, desigrl@alwsa.exxn Run. 8.120 a Aug 16 2017 Print: 8.120 s Aug 16 2017 MTek Industries. Inc. Mon Oct 2 12:51*09 2017 Pa 1ID:hA3xRN7kH8GY sOsevncy2zOBnp-fx7P6PnkwmH255bTvFiucTylnwelcyCHNUwdYSyxRU 11•l1-0 8-0-0 15-0-0 I 22-0-1 30.0-0 31-00 8-0-0 7-0.1 7.0-1 8-0-0 11.0-d 4.e = 500 12 OoodtoedDad. e316in 9 30 = axe MT20HS= 3x4 = 4.6 11 4.e u LOAOING( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.43 12-14 841 360 MT20 244/190 TCOL 100 Lumber DOL 1.25 BC 0 98 Vert(TL) 0.80 12-14 451 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.39 Horz(TL) 0.10 10 n/a n/a BCOL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.14 12.14 999 240 Weight: 137 lb FT = 0% LUMBER - TOP CHORD 2x4 SP N0.2 SOT CHORD 2x4 SP N0.2 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 pudins. BOTCHORO 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 ouide. REACTIONS. ( lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 10 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 118(LC 17) Max Uplift 2 = 374(LC 12) 10 = 374(LC 13) Max Grav 2 = 1260(LC 1) 10 = 1260(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2. 3=-944/36, 3-23=-2207/1052, 4. 23=-2068/1077,4-5=-1996/1029, 5- 24=-1909/1041,6-24=-1902/1054, 6- 25=- 1902/1054. 7-25=- 1909/104 1, 7. 8=-1996/ 1029. 8-26=-2068/ 1077, 9- 26=-2207/1052,9-10=-944/36 BOT CHORD 2- 14=-837/1966, 14-27=-486/1363, 13- 27=-486/1363, 13-28=-486/1363, 12- 28=-486/1363,10.12=-858/1966 WEBS 6- 12=-292/)01,8-12=425/390. 6. 14=-292/701, 4-14=425/390 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) :` And: ASCE 7-10: Vult=150mph (3-second gust) Vasd= t 16mph; TCDL=S.Opsf, BCDL=S.Opsf: h=25ft: Cat. It: Exp C; Encl.. GCpi=0.18, MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 15- 0-0. Exterior(2) 15-0-0 to 18.0-0 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) All plates are MT20 plates unless otherwise indicated. 4) Plale(s) at joint(s) S. 6, 7, 2, 2, 12. 8, 14. 4, 10 and 10 checked for a plus or minus 0 degree rotation about its center. 5) Plate(s) atjoint(s) 13 checked for a plus or minus 5 degree rotation about Its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) . This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with SCOL = 10. 0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) except (jt=lb) 2=374, 10=374. LOAD CASE(S) Standard treg • tier rgtl, n.a. r'N IhCI iteteil0lfr, ftdut "tot thwtoilmnara•tr, id1;P.t7N!G w :rh eup vran slot m wa hnel.up sag; h>ras laml I Lw4'E Ids. Waian.r Un.nawr says Ilh.eg ata ores aen.wr rel.r 0h• r.aa ee tnu Ma hw0 .1p d lgo,r w a r tk nnxee n =rAn ar Wnar eg..rgnysaeq trrrut ar eW I n. eyaN re. llw¢, W A1. (trot n,eatrtirrt.ra..t eaerg r.. aa tmrywyhmuy.r clash...rhm..ana..ra aqL:*r.a awar,ammrmwtuly,rrtnt.NRawdr,weeimw,. Oft tm.wgiW4wep,arr.01",idranrrarna 4ntfrony$ 9008T. olll, Y.E. aieYgWgewfteam degeu«. rtMrapomewprtreearMtagWiweafh;hh.s=w;xV ealmawPwetxen.rantrpaapar P.11aorrr,s.aav,rraaartnr]gr.:r Myupw.iva.am,..n ? fi0083 ern. areek. r "Ipal W.."I. done; MehN ro tme hntyr. n Wi r 4agUvp•, • Imp i•us!grn lea Wy dw euue nm re n tMw Rl 44515t. t. utle 3494 Fort Plerte, R 74946 4Aei1Ll 0 } III A 1 led Inwe • A42ee1I.IKbOL f.l. letelmir dd'n /.oneµu 4g Ian n p41.k1N aaSrl M .emu /aeaua her A•I ted luteet • Laepr 1. lake 10, I.f. Job russ I rUSs Type Ury Vly RYAN HOMES / LARGO A0090942 XRSLGIAES A06 Roof Special Girder t t Job Reference(optional) I& A3xRN7kYi8GY's0sevn, Axe = mi i as inauamaa, inc. neon uct [ i Oud Load Den.. 7116 in sea 11 9.6 = s.10 MTZOHS= US = a:a = 4.10 = LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in (loc) I/deb L/d TCLL 20.0 Plate Grip OOL t.25 TC 0.96 Vert(LL) 0.33 12-13 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(TL) 0.80 12-13 450 240 SCLL 0.0 ' Rep Stress Incr NO WB 0.84 Horz(TL) 0.17 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(L-) 0.38 12-13 945 240 LUMBER - TOP CHORD 2x4 SP No.2 'Except' T1: 2x4 SP M 30. T4: 2x4 SP M 31 SOT CHORD 2x4 SP M 30 'Except' 82: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-8-0 oc bracing. WEBS 1 Row at midpt 6-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1835/0-3-8 (min. 0-2-3) 10 = 2787/0-3-8 (min.0-2-5) Max Horz 2 = 86(LC 8) Max Uplift 2 = 557(LC 8) 10 = 984(LC 9) Max Grav 2 = 1835(LC 1) 10 Zr 2787(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1337/77, 3-4=-3512/1084, 4-5=-3282/1066, 5.6=-3284/1058, 6-7=-5978/2086, 7-8=-5978/2086, 8-9=-5820/2076, 9-10=-5894/2095 BOT CHORD 2-15=-970/3156,14-15=-1633/5243. 13.14=-1632/5244, 13-23=-1805/5440, 12-23=-1805/5440, 10-12=-1838/5332 WEBS 4-15=-235/303, 5.15=-675/2207, 6-15=-3010/1147,6-13=-464/1046, WEBS 4-15=-235/303, 5.15=-675/2207, 6-15=-3010/1147, 6-13=-d64/1046, 7-13=-273/194,8-13=-350i689, 8-12=40911381 NOTES- 1) Unbalanced roof live loads have been considered for th;s design. 2) Wind: ASCE 7-10: Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf: BCDL=5.Opsf: h=25ft: Cat. It: Exp C, Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed : end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about Its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=557. 10=984. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 290 lb down and 269 lb up at 23-0-0 on top chord, and 1544 lb down and 543 lb up at 21-4-12, and 365 lb down and 119 lb up at 22-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 159 lb FT = 0% Standard Vert. 1-5=-60, 5-6=-60, 6-8=-60, 8-11=-60, 16-20=-20 Concentrated Loads (lb) Vert:8=-193(B) 12=-365(B)23=-1544(8) In•knlMapy m.. d'N tOt141S1$IYQlri aYUI QQIS t!J4'OC4QlICM O'fl ; ua1C£7f4'Q' 4. yy Yv Nra. Nrtat rmean Mi I aaa..17tlJN y tarp 1 i.a 4'f tdo nfYaYn . 4En naw tm1aM IH..n Y orb rat M/a m1Y. n1a u rl a.lnu e•P a1411a'd Nri>, as aa1lM mu. raatan I.IA Y.I A'MaWrn' Ar. at} >t W j Imf YIWI eb IU.h, sI. IM. hYu*.uairt,4.l rltm Main I r.u[e,ha.rgaayhtsmtnWq/r O...lao-wunn We."mi" a.na maram.hWIMft ad lrly ae N lM lw anderlmNg4u.u[rfmt dMry ia•ap..aieMN apwMLuyae"d Anthony T. Tombo ill,?E. i uaq Mapa "'ham 1{a.n.ab7M ale pam dpaa.t/.Y.'(.paaf a!laretw 011gtaMMgQ1N W..: pawn ar pan pal.. 0.1Mmbnrat6nNMu .6NA Init J 60083 y.. tall.W.NUct t.Oom.. n 4451 St. We &vd. e. tden11.6r.•Nea+.Lin /trlt..ArM Otnutlyt•aant0l. Ytl l ga..ImtllYa' q Wq IIyYWan/nnaMYA1 fat dace, fL 14946 tpl'gtl0111{Ad tad lmrt•Aalaaf l.ItdtQl r.f. tepeAanmtloislnneu,unllanit ptlililalnMll ae.rianpdui. Mal•I lad Lnrs-Aal.rl.leolt lit rl. Job fuss Truss Type Qty Ply RYAN HOMES t LARGO A0090943 xR5LG1AE9 801 Hip Girder 1 1 Job Reference(optional) r { rusaes, ran nerve, FL . 4ii e6. dawgn@a l dum.eom Kun: 6.120 s Aug 16 2017 PMI: G. 120 a Aug 16 2017 MiTek Industries, Ine:. Men Oct 2 12:51:10 2017 F g 1 ID:hA3xRN7 H8GY SOsevncy2z08np-77ZnKIoMh4POjF9fSz0799VVAJ28LR7Ob8fA4uyXSw9 1 0 0 7-0-0 10-8-0 14-4-0 21-4 0 , 22__ 1 0 0 f 7-" I 3-8 0 3.8-0 I 7-" Dew Load Gedt.. 3116 in 1.5.4 11 U5 = 1.50 II S.e 11 LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.14 10-11 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(TL) 0.35 10-11 740 240 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(TL) 0.11 8 n/a n/a SCOL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.17 10-11 999 240 Weight: 100 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 'Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No 3 SLIDER Left 2x4 SP N0.3 1.6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-5.12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation Guide. REACTIONS. (lb/size) 2 = 1761/0-3-8 (min.0-1-8) 8 = 1761/0-3-8 (min.0-1-8) Max Horz 2 = 59(LC 27) Max Uplift 2 = 651(LC 8) 8 = 651(LC 9) Max Grav 2 = 1761(LC 1) 8 = 1761(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1215/293, 3-4=-3341/1240, 4-21=-3490/1352, 5-21=-3490/1352, 5-22=-3490/1352,6-22=-3490/1352, 6-7=-3341/1240, 7-8=-1215/293 BOT CHORD 2-12=-1086/2997,12-23=-1087/3014, 11-23=-1087/3014, 11-24=-1046/3014, 10-24=-1046/3014.8-10=-1046/2997 WEBS 4-12=-8/503,4-11=-277/735, 5.11=-575/388, 6-11=-277/735, 6-10=-8/503 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)'Nnd:'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 tight exposed ; end vertical left exposed; Lumber OOL=1.60 plate grip OOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load 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 joints) except (jt=lb) 2=651. 8=651. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 240 lb down and 269 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 10-8-0, and 123 lb down and 143 lb up at 12-3-4. and 240 lb down and 269 lb up at 14-4-0 on top chord, and 365 lb down and 119 lb up at 7-0-0, 88 lb down at 9-0-12, 88 lb down at 10-8-0, and 88 lb down at 12-3-4, and 365 lb down and 119 lb up at 14-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (6). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-6=-60, 6-9=-60, 13-17=-20 Concentrated Loads (lb) Vert: 4=-193(8)6=-193(8)12=-365(B)11=-70(8) 5=-123(8) 10=-365(8) 21=-123(8) 22=-123(8) 23=-70(B)24=-70(8) t.q•Ila{AreP{ ma. m'14101=11ls:r/HM9 VIOSI AW1f6tCA.'Cfr;dGAdt]N(?bv eej aup uwl rmlw. an Im{ Avp kny.tii td={myl 1aa11.'1 W 19"Idn- Unier.w mMem lf/.Wr I 41..r{ep.l{rd.rl.mrlo.0 V4 llllh{Map 6gweFl.trrel,tq{{e;Yrd.el.,l{nfn tOYtf'.f1/m/.nrII.O11,11V11S1Y.bm M AII YI[s11n1e111G11nM ItM,/1•.1. h4Yrnw*" n "imir mot" Anthony T. Ternbo ill, P.E. ralarimew.!YY mm Vwu.N2mo..a.rJ.ede.ecrungn.mlOyGu enh mnrml0.aoftl=IgibYyuikrlM.h/ e/Mrl aiat-Nw/minnLW1dgW lvep,gW+urYlugJtlMmny.vlNr 980083 enmrrYWgN{Per(rm tldu.r....mlHr=rt1=nrp{h{rfm Nege{q{r.ih!W..rr;114 P{Imlg rlr Wla•Aradl. tan pmn IPA to. 4ha r ukerdmif k*v,ra &ePkm.a0r. S"V.W ,.1nr 4451 St Lucie Blvd. Iv.m tlolhe(d{re nl.r. mga aer.ned hIm{In.'hprr{nlWrlul{Ilrulr.v lmrf.mthpm/arty ddl.rud{.nrrnh%d.M1 fort pierce, FL 34946 erpi/ hlQ 1111AIredLour-AMne1.lachlLP2. 1epetrdl0114leeveeo,deg141aitP&WouseloewmevpusitioGeeAltelllurur A61egLIeeINIILf. JOB n I Nag Tniss IYPe QtY HOMES /LARGOA0090941% RSLGIAE9 B02 Hlp IFly TRIYAN t o,.,.r r.. f Pierce fL 39148Kaee, odsslgn a Itruss.com Run: 8.120 s AugAu 18 2017 Print: 8.120 s Aug 16 2017 MiTak Irtdustnes. Inc. Mon Oct 2 12,51:11 2017 Page 1 ID: hA3xRN7kH8GY sOsevncy2zOBnp-bK79X5p_SOXHLPksOgkMiu26hiKW4veagoPkdKyXSw_ 10-0 6.5-7 i 9-0-010 8-0 12 4-0 - 1a•10 9 21.4-0 1- 0-06.5-7 2.6.8 1 8 0 1-8-0 2 6 8 6-5.8 30 t. 5a II 3a4 = OMW LAW Dad. a 5118 in 3. 611 sas = Us 11 LOADING( psf) SPACING- 2-0-0 CSI. OEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.19 11-14 999 360 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.98 Ven(TL) 0.51 t 1.14 506 240 BCLL 0.0 ' Rep Stress Incr YES WS 0.20 Horz(rL) 0.03 2 n/a n/a BCOL 100 I Code FBC2014lrP12007 Matrix -MS Wind(LL) 0.09 11-14 999 240 Weight: 93 lb FT = 0% LUMBER - TOP CHORD 2x4 SP N0.2 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 4-2.2 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 10 = 852/Mechanical 2 = 915/0-3.8 (min.0-1-8) Max Horz 2 = 83(LC 12) Max Uplift 10 = 231(LC 13) 2 = 261(LC 12) Max Grav 10 = 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=-908/0, 3-20=-1415/849, 20- 21=-1355/860, 4-21=-1333/869, 4- 5=-1171f715. 5-6=-1059/695. 6. 7=-1059/695, 7-8=-1171/723. 8- 22=-1337/858, 22-23=-1361/850, 9- 23=-1419/839,9-10=-942/63 BOT CHORD 2. 11=-712/1251,10-11=-692/1256 WEBS 6- 11=-199/522.4-11=-267/303. 8- 11=-273/307 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. It: Exp C, End., GCpi=O.18: MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2.0-0. Interior(1) 2-0-0 to 9- 0-0• Exterior(2) 9-0-0 to 12.4-0, Interior(1) 16-6-15 to 21- 4-0 zone; cantilever left and right exposed: end vertical left exposed:C-C for members and forces & MWFRS for reactions shown, Lumber OOL=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 nonconcurrenl with any other live loads. 6) ' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) except 6(=1b) 10=231. 2=261. LOAD CASE(S) Standard r•• q •IbtN rrla n•,. r'u W ItefPlrlaltl'IYlari tltJ It tfltM¢tt Oxna(IPtf : t1u0r19Utrl' ha laa at* I.or.r ram• r IINt h'/ e.gOMl r r tdat I ty a rLIRNu1Ma*t a rbu cr.m m•/• r IM.an NNurwPntad• nNr4 maw N11 rte kat MKt•Faap 1.4a,14h,N1r.r• it, r•up/rr0 has IaW rlb M rQ4 Aaar NugrL"d9-"•'mmM r. u/a•ImtranWeyarnyWntlrO.r.rO•r't•OaaNgn•rlreyMalr•w•eal/>.etwairrlaMgorrlel IYat<r frlPlrrrtlmlYLNtal"No"m*.•nh•adi's," MrinlrYMa Antes T. TOm110111, P.E. 7reti• 11ti. rl u U•atrr•rlrrr'CalrpYaat/r 4plaeu••kMt aY•tr, a.I11 r11(t •turrnA I4.N •NalFa(rm*IAMa WIIArI.r,wra h4m >011rrr I P•u lRl ld•II r11tt•WM,r•r{ar 4alrWm.i1F QY'I 11••11n<t a•rar•, •tu Mplap• 41rIrz Map,•bm Fear han••r•aq eyatrr-i•rNalal•P,4 s008] M' 4s1St. Lucie 8W. tNFiW011111. 1bdlmut•IaMryI.I•tlam,rl. bFNeme•denfwmal,deglaa.itFMlk111-44llb -idea reontmhatlltadlntut•Iear1I Iafast,U. Fort Pierce, fl Job Truss truss Type Uty Ply RYAN HOMES r LARGO A0090945 XR5LG1AE9 B04 Common 2 1 Job Reference (optional) At Root t cusses, Fort Pierce. FL 34946. designtga 1 truss corn Run: a.120 a Augg 16 2017 Print: 8.120 a Aug 16 2017 MTek Industries, Inc Man Oct 2 12.51:12 2017 Page 1 I D: hA3xRN 7kH8GY_sOsevncy2z08np-3WhXIRgcChf8yZJ2aOFbE5aMP7flpM Nj3S8H8nyXSvz lWOO 6-5-8 10.8-0 14-10.9 21.4.0 1-0-0' 6-5.8 4-2-9 4-2-9 I 6-5-8 4.4 = Dead Load bell. - 114 in 3.6 II S.e = 3.611 10.8-0 10-8.0 Plate Offsets (X,Y) - 2:Edge,0-0-0I, f8:Edae,0-7-81,19:04-0,0-3-01 LOADING(pso SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.32 Ven(LL) 0 17 9-12 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(TL) 0.45 9-12 570 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.06 9-12 999 240 Weight- 94 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0. Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-11 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 uide. REACTIONS. (Ib/size) 8 = 852/Mechanical Z = 915/0-3-8 (min.0-1-8) Max Hor7 2 = 95(LC 16) Max Uplift 8 = 245(LC 13) 2 = 274(LC 12) Max Grav 8 = 852(LC 1) 2 = 915(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-923/0, 3-18=-1436/748, 4-18=-13811767,4-19=-1130/600, 5-19=-1073/615, 5-20=-1073/629, 6-20=- 1131/614. 6-21 =- 13861784, 7-21=-1440071, 7-8=-954/65 BOT CHORD 2-9=-613/1274, 8-9=-607/1280 WEBS 5-9=-258/606, 6-9=-376/327, 4-9=-369/323 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=5Opsf, BCDL=5.Opsf; h=25ft, Cat. it: Exp C: End . GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0.0. Interior(1) 2.0.0 to 10-8-0, Exterior(2) 10.8.0 to 13.8-0 zone; cantilever left and right exposed : end vertical left exposed:C-C for members and forces & MWFRS for reactions shown; Lumber D0L=1 60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 8=245, 2=274. LOAD CASE(S) Standard a•y•N.,assPh,an•a. *it t}7arlisraurtdlall film l(moatnauaefurtn.ttwnlhtei.rs<a lfi hsP utr.r.ero,•mGwttwPM..•lptll •1•, td.el l.ellLtf.su ttn.tM,w Oau.M,aa,tm1e4101,ett tNs,..rta Ya•ttdaa.l'a41,1•Nm. it. Ga," Gpn.,.*.or upwihuaw.lO'ta-.4a.amPmw,fnr"mlwWs hit* a.P.18-0It. taw•& lMw.er lM Andwy T. Tomtx1111, P.E. I Pala.,in.t4aWq•Mnt.tNgfaa.r.YC.i.sa.4Nqusrl•Ya1l.upaams/staLaCrarMrta4gesrtRl M•sFffet111e1gMYwlaGata44tt 6g0•maeeel.gWMtMraP.t4:a,a a. t.egkup r4et tlrt u.•a4NIre.Pow elPMtN.•e. Giatl l.se.!M fiae•!idrjrehW.N is s/tx. •. At•n Mpmf p4t•. allMot d,atettf4n•. NMfb Ga, Milts, I...M.Ptyss.1 IN, eufto••, tat is aswtte.ww.( ea ' at ~ • ac1 he •anLL 6.Gm 1niPl aw1O1 MdIM•p,•tauka+hs.ss•..f,q u,.eiaNn,auntert•IM 4451 St. Lucie Blvd. Fat Pierre, FL 34946 yptlYtDIIIIA1talltnuf• awilIbdeN,f. t.ItpNttaaean1Naew,i..a1INS, ahWWd•dwe.•,tanpmtea6aeAIled Itnut-AaMar1.Ieelell,f.L Job russ truss Type uty, Fly RYAN HOMES / LARGO A0090948 xRSLGtAE9 CJ1 Corner Jack 10 1 Job Reference (optional) Al Road Irim". Fan Pierce, FL 34946, deslgn@a I truss.com Run: 6.120 s Aug 16 2017 Print: 6.120 a 16 2017 MTek Industries, Inc. Man Oct 2 12:51:13 2017 Pe e 1 ID:hA3xRN7kH8GY sOsevncy2z np•XiFwyngEz?n?aiuE85mgnJ7aZXEzYsDll6urgDyXsvy 1-0-0 0.11-11 1-0-o all-1 t 3 6 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Ven(LL) 0.00 5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) 0.00 5 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCOL 10.0 Code FBC2014/TP12007 Matrix -MR Wind(LL) 0.00 5 999 240 Weight: 5 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No 3 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 150/0-3-8 (min. 0-1.8) 3 = 10/Mechanical 4 = 5/Mechanical Max Horz 5 = 37(LC 9) Max Uplift 5 = 88(LC 8) 3 = 10(LC 1) 4 = 5(LC 1) Max Grav 5 = 150(LC 1) 3 = 12(LC 8) 4 = 11(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25R; 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 & 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) S. 3, 4. LOAD CASE(S) Standard e..nmltieTi.,.r•erroa;rala rurr craurrtrwfemvaanc6roMfserruaoaantRl.. aye,,.en,r r.a..r„na.vn asmamm I(r.uaetumno w.. uae...me aru.r, ere ems e riWe e{rant.M.M1/aNLLM pIgrlfLWC rIq Y),a/e IKrIKn n peeR n.a/.n wieq y mpbenbrenq a e/elnlek"i a IN.*, r Ins. hYe'eu.p 4hr71 ve 1 raeenrmir Irrtnmuy.u.M4re...r0.dr.an q raw lfnpo..aaee.alannlraaarwq rm+.agrnaernlr 1w.u rrmi.>;q..yo .ern r eohwswanr.arna 4ntfbnyi. 80083 Its, P.E. rrarlmyrrrem n.uiaa.a WrmNonrpewrmwtir.N,u IamrmraNwegmrwra r.../r.n rn nuwnrmRennrau.au.ua J 8Ludeeln.meeelhe4 eogW n.:egl eeru ax,d bin,ilupfgn n19la Wlgl vpr.Imet.m . r.trn euprpwrrun.armr.rn 41515c. Lucie Blvd. a , a.d w.t umrura i.ne11.1 tnt fort Plerce, fl 34946 ePpgLf111Udtedknvr Amid" l.leeledtr.l. tepelrmd6nl epee(iug4m8petitiielnikitiof-Rem 0"W dw hid l•Iledlunn•Ie11egI.fide tltr.l. Job I russ truss type Uty Fly RYAN HOMES /LARGO A0090947 xR5LG1AE9 CJ1A ComerJetlt 8 1 Job Reference (optional) A I Hod Trusses. Fan Pierce. FL 74945. design®a I auss.com Run. 8.120 a Aug 18 2017 Print: 8.120 a Aug 18 2017 MiTek Industries. Inc. Man Oct 2 12:51:14 2017 Peggg 1 ID:hA3xRN7k 8GY sOsevncy2zOBnp-?uplA7nkJvsCITRhpH3JWgmMxaKHITOWmdOCfyXSvx 1-0-0 0 ,10-11.1-, i 1-" 1 20 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 5 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(TL) 0.00 5 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0 00 4 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix -MP Weight: 5 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No 2 SOT CHORD 2x4 SP No 2 BRACING - TOP CHORD Structural wood sheathing directly applied or 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 Holz 2 = 38(LC 8) Max Uplift 3 = 5(LC 12) 2 = 82(LC 8) 4 = 1(LC 1) Max Grav 3 = 8(LC 22) 2 = 130(LC 1) 4 = 15(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10: Vult=150mph (3-second gust) Vasd=116mph, TCOL=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 OOL=1.60 plate grip OOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 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 100 lb uplift at joint(s) 3, 2, 4. LOAD CASE(S) Standard e. •neu m.. W14 MItR$(Wr,HlluMOSttmm rloRoI lm,nMl6..0 Wxnawu r.aln.r, Wd moor pu Ad"--- 1101w Qle 4.Inu rup yw.f..tpf/it Yrl.mlM nu.1.npn/mpnrr .n nf,..enralup.i W/.Iv/eptl.riMW!,r.IR7. aavpn,..t.Irrllrmtlt lrW, Anthony T. Tombo III, P.E. r.u4r,fm rgrtynm.r.y4re...rR.A.e.cequ•al.ugnupa.a m4makamrrkewyarrma.m4rnrrgw.ertm m.eq.yv*rcr,.r almerany.awe rwyr. rt.rm ura.r.rnfral.>mrp.ru.mlr,w.nwu..arlpfq,rrr arwrnwnmrpr.v. ttitfreruoswnresu4su.aaur..tm r lgrrua.wrw.,an. = 80087 Mr. m tlplk.tao4al n.F nrie hd rlm hyt*aan Wlarq hye..Im fnYf e 4q Wy trWarm..n ark. tRl 44515E Lode Blvd Port Olerce, PL 74946 gpitMQ 1011A 1led lmur IdrgLlabIIL 1.l. trpelrmr dae lrnee4 isoy Iva itpdiBiN nlYaennau pduwaaa 41 lost lutal•AdlM 1. looks lJ. Job Truss truss Type Qty Ply RYAN HOMES r LARGO XRSLGIAES CJ2E Comer Jack 1 A0090948 Job Reference (optional) Al K001 I rU33e3, Fort Pierre, FL :PUMA, a" grtgal W33 corn Hun: a.120 3 Aug 15 2017 Prim: a.120 a Aug 16 2017 MTek Industries. Inc MW Oct 2 12:51:14 2017 Page 1 ID•hA3xRN7k 8GY11sOsevncy2zOBnp-?upIA7rtkJvsCtTRhpH3JWgmgxaGHITOWmdOCfyXSvx 1-0.0 1.5- 1-0.0 1-5-11 3.4 = LOAOING(psf) SPACING- 2-0-0 CSI. OEFL. in loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) 0.00 5 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Wind(LL) 0.00 5 999 240 Weight: 6 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-5-11 oc puriins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 23/Mechanical 4 = 15/Mechanical 2 = 139/0-3-8 (min. 0-1-8) Max Horz 2 = 32(LC 8) Max Uplift 3 = 14(LC 9) 4 = 13(LC 9) 2 = 110(LC 8) Max Grav 3 = 23(LC 1) 4 = 19(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. 11; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber OOL=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 (all by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=110. LOAD CASE(S) Standard damnaur.vlm1••'IJIOtl:lafa,Vllfl-delal!RasdU&NORMINt Win ImarawrM I 11M* s lr1rlr— amI=MMMt•Pliltls" t I t 411t ImmAeaMn.u.tlw newu ®I.aItO.M aao.vwnwnmrrn rm! u.Mta.r!.,.1•.t«•+ 4•n ea elmpn mr uu.o..,llwewne aey duylw•pa..wlwr,r.nu Isou.wq...i arm-rrv! Anthony T. Tombo III, P.E. I r.wdo. (m•b.?"t..ov my/r3.r.rhw•.Iw:aq1.•dkdylkyW.dWWdIanlalxrt.bCOWIgarrlM.harnAArMai al Wmtrtmtakagi.gaq..ma.rt,a,rdrrnv."as aalgMaprtllrm nsnur.a UrmpWlrp.eallm Mlgf.aa.lM tatrn.Pl3jpMlydry3ltlttl<n.A.lanM pad pd.a fM MnrI.I.ldOalrrn r4aJtltap.l tml MlgGpl.tlkal.w!.w., rla J80083 W.• nl dmtlk.teal tl... a.ghdpM.oMN RIImIMphpmin tOli Wafl4vpr,.Imlfl.r (q..1.. Wq dgYu.un.InaM.IM 4451 St. Lurie Blvd. Fort Platte, fl 11946 gpit4la) 0111,1led Lnu1•IdanI.I.WOLf.I. Iepelriudllillaneeu,n.ayl..,itpAlSilel.81a.1W.nrtnp.eluuhem l•Ibit haws (.Ilrtl.IaW3(/.f. Job Truss Truss Type Uty Ply RYAN HOMES / LARGO xRSLGtAE9 CJ3 Comer Jack 10 t A0090eJ49 Job Reference (optional) aoa.y...g. •.....seen nun, a.lzu a nu la zul r Mnnu a. Qua Aug la zo17 MiTek Industnas. Inc Mon Oct 2 12:51:15 2017 Page 1 ID:hA3xR kH8GY_sOsevncy2z0 np-T5NgNTsWcljpO2dFWolskCvEKv6OlimONx16yXSvw 1 0 0 2-11-11 1-0.0 2.11-11 ' LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.00 4-5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(TL) 0.01 4-5 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) I 0 00 3 n/a n/a SCOL 10.0 Code FBC2014/TP12007 Matrix -MR I Wind(LL) 0.00 4-5 999 240 Weight: 11 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-1 1.11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. M1Tek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 5 = 194/0-3.8 (min.0-1.8) 3 = 69/Mechanical 4 = 28/Mechanical Max Horz 5 = 69(LC 12) Max Uplift 5 = 72(LC 8) 3 = 57(LC 12) Max Grav 5 = 194(LC 1) 3 = 69(LC 1) 4 = 51(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-166/256 NOTES- 1) Wind: ASCE 7-10; Vult=I50mph (3-second gust) Vasd=116mph: TCDL=5.Opsf: BCOL=5.Opsf: h=25ft; Cat. 11; Exp C: Encl.. GCpi=0.18: MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-10-15 zone; cantilever left and right exposed ; end vertical left exposed:C-C for members and forces i3 MWFRS for reactions shown; Lumber OOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom Chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 3. LOAD CASE(S) Standard r.l•Ilnure.geyn..er'eIQtl lt7s31i(Utl'ieQlel QlrflfJeWon16NM.'G41;a[e0elaleHrlrn1 5euorNlrml.anenlm•7.uyM.q I1lrrlrsgl.leW R!114.en1eeredre. e4ee en wneeaenrlfl,tl 4traet, r e.en ee/nmerrnlnn.r leeNnMyfye+l Mesefep lrurn. Meeem.eea•/nnrmrM.wp q.ryrbr!trr f a ny.4+u hgd nn.11d;,R4 Aw*n.rgrt6ey..trm eeWl 'mbae.urmf..r.!Iruu.Inrnwrob40...rom•nmreprrrrytve a.r.Rlarre-A"W aiedwe!ur.m+.lrgre.rrrl en.1i4nsu.drlme.yryaq, IdmrnayrdwanVnxlnrAnthony411thon Y T. 0111, O.E. Tomb rwrllwrereene u.wile. rmre pmr rndalrlgo.p.ntdn!aua.el!tv elwglnrunnurwea fnmpm Piles.rnm geunrruerau.uaep.tmeauµ.1!m.wm,.erne e0.•r rIWMe6no rwu.rge.de ge;er.r Mlme he?fera ne01r ell erCengm engMrlM 4451 St. Ludo Sled. q 9 Wgfevpetrlmef! da 4perl. Wq Fort ilefti, FL id946 lgAegY 1: }IIIA•l led Imue • Itlegr 1.1gdg fLL I.f. 4ptiaw Oldie IremuL s in Wes. hprk.wel nieSW ele .eider peening Iles 1.1 Ird knot • Indoor I. la"Ut lej. Job rus3 truss Type Uty Ply RYAN HOMES / LARGO A0090950 XRSLGIAE9 CJ4E ComerJarJc t Job Reference (optional) raw t rass.s, ran r.erca, rL .» 6. eestgnigia i vuss.com 11on: a.12e a Aug16 20 r7 Pnnt: a.120 s Aug 15 2017 MoTek Industries. Inc. Mon Oct 2 12.51:15 2017 Page 1 ID hA3xRN7kH8GY_SOsevncy2zO np-TSNgNTsWc1jp02dFWolskCwpKuo0ljAlONx16yXSvw 1-0-0 3-5.11 1 0 0 3.5.11 - t U4 0.3-4'- - 3.2.7 LOAOING (psf) SPACING- 2-0-0 CSI. OEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vart(LL) 0.02 4-7 999 240 MT20 244/190 TCOL 100 Lumber OOL 1.25 8C 0.19 Vert(TL) 0.02 4-7 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) 0.00 2 n/a n/a BCOL 10.0 Code FBC20141TPI2007 Matrix -MP Weight: 12 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SIN No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc punins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 81/Mechanical 4 = 46/Mechanical 2 = 205/0-3-8 (min.0-1-8) Max Holz 2 = 53(LC 8) Max Uplift 3 = 51(LC 8) 4 = 36(LC 8) 2 = 148(LC 8) Max Grav 3 = 81(LC 1) 4 = 59(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; TCOL=S.Opsf: BCDL=S.Opsf; h=15ft: Cat. It: Exp C; Encl.. GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3.4-15 zone; cantilever left and right exposed: end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber OOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=148. LOAD CASE(S) Standard te.,., e.ti.p,n ,.r r»mcrtasla nur,wrulrtuar tmaancaro{oar aoaaaula a. t er e..sarar.o.mh. awhe.Gwlrreo.rr a.salr ta.'tww.. ratew,.ove-rlu.en VA ora trn"a"ItrrAgw,ret.NuI"tput..wo bpqur 0ntmrtnap. dt.ra.W""aw.00 ereter*4%.p tmt pate rarw,mmr nt". e.rtiar.eAnthony. Ttlmbo It[, PE. radetT.mr.terpha.t,.uddev0—.r4-W'.mevequretw l.use..arm wa aarrattarryrrae.dqPerdrtnr4snadrtm.arre,i.yo addooanganrangwwd T t8008 seereye.epr.etwrte n.m uu.rn rmawtrpartare.utit rn.w.a>.ea.teretpueMarmentrurrpa. pem nurmrewdnrree e.hatnp..rm.rtoptepurhetaaa,..rm 44515t. lt083 Blvd. ten... WtM.(ro9d nw. egti,ren.ahr Wltnt ltephp...tatrttlgltvter.r lmsl.m ftp..I.t Yieq elatWma.t r.neM.IM erpillt.11ltATfell hesut-Aelerl.IesleIll. r.1.lepelataeelanleteeea,ietoy htaispee;0telmduriat.natepterisues hem A•Ilost lusas AethegLbeYelgll. Fort Place, FL 34946 JOB Truss I ruse I ype Uty Ply RYAN HOMES r LARGO A0090951 XRSLGIAE9 CJS Comer Jack 10 1 I Job Reference(optional) Al Rod Trusses, Fort Pierce, FL 34945. dasign4ja1Inrsa.com Run: 6.120 a Aug 16 2017 Print: 8.120 a Aug 16 2017 MITek Industries, Inc. Mon Oct 2 12:51:16 2017 Page 1 IO:hA3xRN7kH8GY sOsevncy2zOBnp•yHx2apt7Gw9aRAdppEKXPxl7WkBCICzJ_36VHYyXSvv 1-0.0 4-11-11 1-0.0 4.11-11 4R6 11 4-11.11 Plate Offsets (X,Y)- 12:0-0-12,0-1-121,f5:0-0-0,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.57 Vert(LL) 0.02 4-5 999 360 MT20 244/190 TCDL 10.0 Lumber OOL 1.25 BC 0.37 Vert(TL) 0.07 4-5 846 240 8CLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 3 n/a n/a SCOL 10.0 Code FBC2014/TPI2007 Matrix -MR Wind(LL) 0.04 4-5 999 240 Weight: 17 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11.11 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I MiTek recommends that Stabilizers and required 1 cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 268/0-3-8 (min. 0-1-8) 3 = 127/Mechanical 4 = 55/Mechanical Max Horz 5 = 109(LC 12) Max Uplift 5 = 77(LC 8) 3 = 98(LC 12) Max Grav 5 = 268(LC 1) 3 = 127(LC 1) 4 = 89(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.5=-228/312 NOTES- 1)Wind: ASCE 7-10: Vult=150mph (3-second gust) Vasd=116mph; TCOL=S.Opsf. BCOL=5.Opsf, h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0. Interior(1) 2-M to 4-10-15 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown: Lumber OOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 3. LOAD CASE(S) Standard a.•RM0.101 ,o.. r'la lm mkZINUIrsevut lion l cuwonrmrok,'0 a 100aPok V I- tay 6v win dM.e. an lmrA.p kn I47.1a lei 1. i h Ik lf rrt lW Mn.. rw:aw,u m.a lm, rt oar..fanwr.wl.dno•ufrlrru:owptP.lr.11.a1t4.rluw..taIM:M.=a.nfmrah: oFoF y.u.wnsne.9rtiuotm:aaaNib. M10,r.vuhropru.r.:W"'esa4wen hed. dOhih,rY0iNAMIh.'suseudrdit.r..k9mrr.a.ufq.ld"&ups..hlAmfMelaMrbldMYgaY.16N IkuphAf4indgW.ufYlmtamgft..W.ct6m.1"u kik npalMf AnthanT T. Tombo ttl, D.E. y YagluTp r:..d M1 1t..uU...a.IM.11b pab.mpuMfmr.l.glmlw.fd;Y1w a(911•MYI.IR KIWIq:fnulputi pdrn IM lee bngr.WtdOehln.W.:w'..Iau r••r'•wp r tmlaeel.l.sa h. ? 60083 Lude Blvd. Fort w• n.r.Iti.k..veww.•ti,net.w:.Md MIm1lLLplgeYn101YYf7hgR..lmlk)tl I. MYq UOWJtlM1..eY1M.A) t Pierce, St. 349FL fL14946llppithttDl111Iled lmul•rldlgl.lubllll.l. 6polmndAir rineen,ilurlea.hplYililNnanlae.rioe.relmuiabees Alldlulul Aldo" LlIa1.R1,1.t. Job I rus3 I fuss Type QtY Ply RVAN HOMES /LARGO A0090952 xR5LG1AE9 EOt Hoff Hip Glider t 1 Job Reference (optional) Ai noa trusses, raa t•Idrae, rL ses4d, design®a 1uuss.eom Run: a 120 s Au 18 2017 Pdnt: B 120 s Aug 18 2017 M1Tek Industries, Inc. Mon Oct 2 12:51:17 2017 Page 1 ID hA3xRN7kH8GY_sOsevncy2zOBnp-OTUOo8UlE103KC?Nxnnx91C08X5U2fSCjs2pyXSvu 1 1-0-0 3-" 841-0 1-0-0 3.0.0 5.8-0 2x4 = LOAOING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip OOL 1.25 TCOL 10.0 Lumber DOL 125 BCLL 0.0 ' Rep Stress Incr NO BCOL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-0-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in 1 accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 462/0-8-0 (min.0-1-8) 11 = 377/0-3-8 (min. 0-1-8) Max Herz 2 = 69(LC 8) Max Uplift 2 = 321(LC 4) 11 = 273(LC 4) Max Grav 2 = 462(LC 1) 11 = 377(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-750/566, 3-12=-670/538, 12-13=-670/538,4-13=-670/538 BOT CHORD 2.6=-532/663 WEBS 4-6=400/460, 4-11=-426/304 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCOL=5.Opsf: h=15ft; Cat. 11; Exp C; Encl.. GCpi=0.18: MWFRS (envelope): cantilever left and right exposed : end vertical left exposed; porch left exposed: Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. CSI. OEFL. in loc) I/deb L/d TC 0.43 Vert(LL) 0.06 5-6 999 240 BC 0.33 Vert(TL) 0 09 5-6 999 240 WS 0.42 Horz(TL) 0.01 11 n/a n/a Matrix -MP 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This .riss has been designed for a 10.0 ps(bottom cnord live ioad nonconcurrent Anth any other live leads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 11 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=321, 11=273. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 126 lb down and 149 lb up at 3-0-0, and 39 lb down and 47 lb up at 5-0-12, and 39 lb down and 47 lb up at 7.0-12 on top chord, and 60 lb down and 119 lb up at 3-0-0, and 21 lb down and 45 lb up at 5-0-12. and 21 lb down and 45 lb up at 7-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 3=-26(F) 6=-41(F) 12=-11(F) 13=-11(F) 14=-17(F) 15=-17(F) PLATES GRIP MT20 244/190 Weight: 39 lb FT = 0% a.eq•IIm'-pP...... rn'11tomIMZ(VW,011utsatamelaon(NOR nr1,rttWaaomV.1N1ewu.minrmem.mlmtlimp m.":tal.ttelauvI*-Q0LMIt e2*0W1m.him m""piss .nlIts, -4 v-.l atetrs Wl tr ntnereerAINtr etlmtOwp hprl.-y.u.ttp.ela.a>I. MtmwtawgnnYm rnwtlupnyntl lrabrolry.r tytt•nt lnrnenaMWt. 1.IM lunupasse" Yd"w"eunk" Antheny T. Tombo Itl, P.E. w/+timtYgMY(hmtryN llllYe.,r0.w..em;np.asWghyeaounaYtrllL-aNnlatYd4gaYaIlN,4gnaYMllrg4Y ufY(mtalwgn foymp.celr.lY YtlwtanY.Wa 290083 tow"In.p.eYt.ee. is t.nt.M. Y W.W bptN powsAn/b laeg(mlMapn.tft:MP*"0 A.ttxtnatmminhpMp*n Ar10.I..t.lrelenrnmll. htu dap.t.ImtlnP tgauMh.t4Ya..,./ttt 4451 St. t.ude Blvd. ttr.e. es.t6.ttaeleYm+mq lteRw:6d WlmtlnptueahlmrYmg Mtgs.etmtt+mtt}w l.w ltaeg eaeeWYmtr.neW.RI Fat place, Fl. 34946 e hpChMndd'nllnaeetiaallalLnpeltMeon111ede.nnareattmkis1• ["1hnut•tahgl. lmlaIll, r.f. Job I russ Truss Type y RYAN HOMES r LARGO A009095Il xRSLG1AE9 F0Il HIP GIRDER 1 2 Job Reference (optional) A Rooi Trusses. ron rierce, FL. :r4v46, resignila 1wss corn Hun: 5.120 ! Au 16 2017 Print:a 120 a 16 2017 MiTak Industries, Inc. Men Oct 2 12:51:19 2017 Page t ID:hA3xRN7kH8GY_sOSevncy2z0 np-MscSDgv?2rY8leLOUMtEOaNOOy61yOfIgIL9utyXSvs 1-0 5.60 10-6.9 15.5-7 20-" 26-" 27-0-011-0-0 5-6-0 1 5-0-9 i 4-10-13 f 5-0.9 5-6-0 t 0 0 0 3 4 S." 1.5.4 II US =500 MT20HS= - 40 = +- 1 50 11 10.6-9 1 Liz 9lLRll Geed Load Oell. - SIR in Ilia = liSJI-17 IP-" 0-3.4 5-2-12 5-0-9 4-10-13 5-0-9 5-2-12 Plate Offsets (X,Y)- 13:0-6.0,0-2-81,f6:0-5-8,0-2-121,(12:0-2-8,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. OEFL. in (loc) I/deb L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.79 10-12 396 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(TL) 1.03 10-12 302 240 MT20HS 187/143 8CLL 0.0 ' Rep Stress Incr NO WB 0.58 Horz(TL) 0.12 7 n/a n/a SCOL 10.0 Code FBC2014/TPI2007 Matrix -MS 1 Weight: 218 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-5-3 oc bracing. REACTIONS. (lb/size) 2 = 188110-3-8 (min.0-1.8) 7 = 1875/0-3-8 (min.0-1-8) Max Harz 2 = 28(LC 4) Max Uplift 2 = 1331(LC 4) 7 = 1236(LC 4) Max Grav 2 = 1881(LC 1) 7 = 1875(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-5870/4136, 3-20=-8525/6010, 20.21=-8525/6010, 4-21=-8525/6010, 4-22=-8525/6010, 22-23=-8525/6010, 23-24=-8525/6010, 5-24=-8525/6010, 5-25=-8502/5984.25.26=-8502/5984, 6-26=-8502/5984.6-7=-5846/4080 BOT CHORD 2-13=-3974/5648, 13-27=-3991/5666, 27-28=-3991/5666, 12-28=-3991/5666, 12-29=-5936/8502, 11-29=-5936/8502, 11-30=-5936/8502, 30.31=-5936/8502, 10-31=-5936/8502, 10-32=-3930/5643, 32-33=-3930/5643,9-33=-3930/5643, 7-9=-3914/5626 WEBS 3-13=- 168/299, 3-12=-2046/304 1. 4-12=-549/337, 5-10=-552/335, 6-10=-2083/3041, 6-9=-160/296 NOTES- 1) 2-ply truss to be connected together with 10d 0.131'x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10: Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf: h=15ft; Cat. II; Exp C; End., 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 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.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) except of=lb) 2=1331. 7=1236. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 234 lb down and 246 lb up at 5-6-0, 79 lb down and 98 lb up at 7-6-12, 79 lb down and 98 lb up at 9-6-12, 79 lb down and 98 lb up at 11-6-12. 79 lb down and 98 lb up at 12-5-4. 79 lb down and 98 lb up at 14-5-4. 79 lb down and 98 lb up at 16-5-4. and 79 lb down and 98 lb up at 18-54, and 234 lb down and 246 lb up at 20-6-0 on top chord, and 138 lb down and 206 lb up at 5.6-0. 58 lb down and 82 lb up at 7.6-12, 58 lb down and 82 lb up at 9-6.12. 58 lb down and 82 lb up at 11.6-12, 58 lb down and 82 lb up at 12-54, 58 lb down and 82 lb up at 14.5-4. 58 lb down and 82 lb up at 16-5-4, and 58 lb down and 82 lb up at 18-54, and 138 lb down and 206 lb up at 20-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=-60, 3-6=-60, 6-8=-60, 14-17=-20 Concentrated Loads (lb) Vert: 3=-187(8) 6=-187(8) 13=-129(B) 9=-129(B) 20=-79(B)21=-79(8)22=-79(13)23=-79(B) 24=-79(8) 25=-79(B) 26=-79(B) 27=-53(8) 28=-53(8)29=-53(13)30=-53(B)31=-53(B) 32=-53(B)33=-53(8) 1»•R»ra»Rry,nr.6'1110Gr 116'gARRri HrtUt RUM L^VAOr1QG1»tA1r;60;e661iPtr» irr•61 ldndittlrold— W.Mw»mel.m Wide ei l oaKf Nnir»wrha101ar,ilr.lnueau4+»P..11rw yry L.aer al mia»sprn/MMn»nriw,ray nrrXw4baq 431 whI'dit i e, W",w IPA. hra erlw.h uem,"w"4 sm4ri Le.YgeA/y»ro ryribN be.,h9ai,.bnM gn»h1 Yq;.vpn a:ti,ar:/M10.dfr'Ir/INyoYrMi. Melm dM.,Nd Irra,/Yim. eLAy1MS q.Arpr haul adrat ow didae Anthony T. Tg11I10 (((, P.E. rarfMryrrtw.m n»n ur.e.Rfrmr»rrra».dal.gf.w.s4nwwpty»rrl4RirwlaiAtrv.evp.napl Purona nu.act.arratnm4akrr».Im MolklarMar.a dm»r.r»r 160063 w».a rel k.ta»t gdwr» • p h d rain e d M lmr Ir 7 frpia n ruI>. MJq 4pr. r Imp f!ma 9/u Iw Wq daNNe m r.r IM» 1M 44515t. Lude Blvd fort Plerce, R. 34946 ryPiltl S lIIA AJ led hnw+• AaSm I.I1eb m. f.f. 4pdatna don Imeeai, is OF hm npliWel entities did paorda pia A I Ad Imu1 • Att/aa(1:Ilola ql, l t. Job Truss Truss I ype uty HOMES / LARGOA0090954 XRSLGIAE9 f04 Hlp 1 r 7YRIYANbReference (optional) mSSW. on Pierce, FL 34946, design®a t truss.00m Run: 8.120 a Aug 16 2017 Print: 8.120 a Au([ 16 2017 MTek Industries, Inc. Man Oct 2 12:51.19 2017 Page 1 ID:hA3xRN7kH8GY sOsevncy2zOBnp•MscBDgv?ZrY8leLOUM1EOaNUHy7jyOIIgIL9utyXSvs 7.6-0 I 13-" I 18 6 0 26-0-0 27 0 0 t 1 0-0 7-6-0 5 6-0 5 6-0 7-" 1 0 0 SxtO MT20HS= a.00 12 t.Sx4 II Sx1O MT20HS= 0ead Load Den.. 318 in US = 1.5.4 11 axe = 4x4 = 1.50 11 axe = LOADING(psf) SPACING- 2-0-0 I CSI. OEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.61 10-11 513 240 MT20 244/190 TCOL 10.0 Lumber OOL 1.25 BC 0.70 Ven(TL) 0.62 10 502 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES I WB 0.60 Horz(TL) 0.13 6 n/a n/a BCOL 10.0 Code FBC2014/TPI2007 Matrix -MS ! Weight: 104 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 SOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-5-11 oc bracing. M!Tek recommends that Stabilizers and required i cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. I REACTIONS. (lb/size) 2 = 1100/0-3-8 (min. 0-1-8) 6 Zr 110010-3-8 (min.0-1-8) Max Horz 2 = 38(LC 8) Max Uplift 2 = 846(LC 8) 6 = 719(LC 8) Max Grav 2 = 1100(LC 1) 6 = 1100(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-2801/4153, 18-19=-2770/4157, 3-19=-2749/4167, 3-20=-3328/4996, 4-20=-3328/4996, 4-21=-3328/4996, 5-21=-3328/4996, 5-22=-2749/4167, 22-23=-2770/4157, 6-23=-2801/4153 BOT CHORO 2-11=-3945/2667, 10-11=-3975/2676, 9-10=-3982/2676, 8-9=-3982/2676, 6-8=-3952/2667 WEBS 3.11=-392/239, 3-1 0=-996/84 1, 5-10=-996/841, 5-8=-392/239, 4-10=-365/306 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=150mFh (3-second gust) Vasd=116mph; TCOL=S.Opsf; BCOL=S.Opsf, h=25ft; Cat. It: Exp C, Encl.. GCpt=0.18: MWFRS (envelope) and C-C Exteriar(2) -1-0-0 to 2-0-0. Interior(1) 2-0-0 to 7-6-0. Extenor(2) 7-6-0 to 22-8-15, Interior(1) 22-8-15 to 27-" zone; cantiiever left and right exposed: end vertical left exposed: porch left exposed,C-C for members and forces & MWFRS for reactions shown; Lumber OOL=1.60 plate gnp 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 (jt=lb) 2=846, 6=719. LOAD CASE(S) Standard r. n.u>rtatn,,.au!a!!dcs!vutr,wtluuu!tt!ttuaun!atr!!reartmon!xulro-. rt,e.at..mr.e.m.m t~fat;!ul.rate.,t!.uatt!f.atwew...um.a.uaat.m!tar! v!rat.atlotttra.as.Illartet11.W."bilMll.. SWAM EINIrya,w g0ltaaa•.m-faa4t.r.Vong ' Pta & MOM .auyt!mtapnaalY.!!,r.P.lAaMntap•t!.rtt.ent.wt! AnthonyT.TanboIII,P.E. r.ufm!.tp.lrp(katte.rw ao...ao.:t.amtyareagpye.uanoafat0.aar5wrr,rrm+.d .faroirgw..fa!nuwpgwase..mmr.oysbpbnt.ornf 280081aaypap.. .am AN tm tfwa. 0 eto ardut alprYnfalei. (-Pori - .ft !XZPWMV M Wink ettttrwta pal pow 0.1Mn.nta.4.0 e1 rta4. Nutt• Imtp !taptt. aP ry. Mkat..tOmn,.ku 4451 SL. Lurie 5Wd. rm.a rtetpt!...a at..a.tigge,nt,.ed scat paapp.uew!. wap.pr.. ratt,m!+wfta w. uair!un aanoal.t.mi rpptllt 0 t/u tt l led tmwt Aanrty l lws lit f.1. tepenmu.l ne rnaea u rq!re it pdibta.matnr.dan pte;,aa hrd ld rnr twut • (wn L hrHtg rl. Fort Pace, FL 34946 Job Truss Truss I ype RYAN HOMES r LARGO A0090955 xRSLG1AE9 FOS Hip 1 1 Job Reference (optional) Roof i ruses, Fort Pierce, FL 34946, aesgnQa l truss.com Run' 8.120 8 Aug 16 2017 Print: 8.120 8 Aug 16 2017 M-rak Industries, Inc Man Oct 2 12:51:20 2017 Page 1 ID:hA3xRN7kH8GY_sOsevncy2zOBnp-q2AZOAwdK9g?wawa230TZnvawLUth_4vvh4iOJyxsvr 1 0 q 7.0-13 9 fr0 16-6-0 1&1 1-3 26 0-0 27 0 Q t-00 7-013 2-53 I 700 I 7013 100 Sx 10 MT20HS= 3.00 12 20 21 SxtO MT201(5= Oesd Load Ooll. • Sr18 n IV axe = 3xe = 4x4 = 30 = 3.e = LOADING (psf) SPACING- 2-0-0 CS1. I DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.99 Vert(LL) 0.55 9-17 568 240 MT20 244/190 TCOL 10.0 Lumber OOL 1.25 BC 0.58 Vert(TL) 0.49 9-11 638 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.18 Horz(rL) 0.10 7 n/a n/a BCOL 10.0 Code FBC2014rrPI2007 Matrix -MS I Weight: 107 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 'Except' T2: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORO Structural wood sheathing directly applied. BOTCHORO Rigid ceiling directly applied or 3-1-2 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1100/0-3-8 (min. 0-1.8) 7 = 1100/0-3-8 (min. 0-1-8) Max Horz 2 = 47(LC 13) Max Uplift 2 = 836(LC 8) 7 = 701(LC 8) Max Grav 2 = 1100(LC 1) 7 = 1100(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-2820/4060, 18-19=-2773/4065, 3-19=-2759/4072, 3-4=-2533/3847, 4-20=-2461 /3796, 20-21 =-2461/3796, 5-21=-2461/3796, 5-6=-2532/3847, 6-22=-2759/4071,22.23=-2773/4065, 7-23=-2819/4060 BOT CHORD 2-11=-3869/2690, 10-11=-3633/2460, 9-10=-3633/2460, 7-9=-3875/2690 WEBS 3-11 =-305/335, 4-11 =-648/362, 5-9=-668/362, 6-9= 305/335 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=150mph (3-second gust) Vasd=116mph; TCOL=S.Opsf, BCDL=5.Opsf: h=25ft; Cat. II; Exp C; EncJ , GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1.0-0 to 2-0-0, Interior(1) 2-0-0 to 9.6-0, Exterior(2) 9-6.0 to 20-8-15, Interior(1) 20-8-15 to 27-0-0 zone; cantilever left and right exposed: end vertical left exposed, porch left exposed:C•C for members and forces S MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=836, 7=701. LOAD CASE(S) Standard eZt I.y•mr r14,n,,.m•u atr!tE$11n111-i hl0lx{l 1000n16n4."q'tl'; UUtA61t1i1I'ti tr4Y paplrrtrw•r4nr7NOanlJrSloI(r 4'F Ii sgoMn... dnrA..torl er IH.qAnthonyT. Tombo III, p.E. u,mwr.trrorm Pnwrpmnlar.quwwM.. raffiv,Prenr a adW1 nia atr tm/18006] p' r l' bPu mlmmrr4le•rrwlm4.l:rt. lopra.•WkK%Ih•r4451St. Lude Blvd. Ugr.,snnnM.(41 Fort pierce, FL 34946 Pqb':?011( Iledhnul lr.Yrgtl/elaUlF.1.le daiuOak lnaeqil/glaailPAiLrd ge/.riooFnmuubee l•Ibdlmu/ Adlgl.lwhgl,r.f. Job russ I ruse Iype y RYAN HOMES / LARGO A0090958 XRSLGIAE9 FG01 FLAT GIRDER t 3 Job Reference (optional) 1 RWt truastn, rca --. K 349+6, aesgn®aIuum.eorn Hun, a 120 s Aug 16 Z017 Pdn1: a.120 a 16 2017 MiTek Industnes, Inc. Mon Oct 2 12:51:21 2017 Pegge 1 ID t1A3xRN7kHBGY sOsevncy2z0 np-IFkxeWxGSSosYyvncnvi67Sv7lsFOJd27LgGylyX vq i 3.4-2 6 4-7 9 4-12 11-9-11 14-10.0 17.10.6 21-2.8 3-4•2 3 0 5 3.0-5 ' 2.4-14 3-0.6 + 3-0 6 I 34-2 Dad LaW all. • 11116In 1.5.4 u 1 4xe = 1 11.5.4 11 1 1.5.4 (I 1 4.e = 3.41= 15.4 If I 4.6 to 2e so 17 to Is 31 32 14 33 13 34 35 12 36 11 37 3e / t' 4.10 = 5.10 MT20HS= 2.4 If 4,4 = 4i4 = 2.4 If 4.10 = 4v4 II 40 11 3 2-14 6 4-7 9-4-12 11-9-11 14-10 0 17.11-10 21-2.8 3 2-14 3.1-9 3-0.5 i 2 ,4 PlatePlate Offsets (X,Y)- 11:0-3-0,0-1-81 [9:0-3-0,0 1-e1,f11:0-5 0,0-1-81.f17:0 5-0,0-1-81 LOADING (psf) SPACING- 2-0-0 CS1. OEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.23 13.14 >999 360 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.93 13-14 >266 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WO 0.68 Horz(TL) 0.08 10 n/a n/a SCOL 10.0 Code FBC2014/TPI2007 Matrix-MSH 1 Weight: 341 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP 240OF 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18 = LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP 240OF 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18 = 3784/0-7-4 (min. 0-1-8) 10 = 3780/0-7-4 (min.0-1.8) Max Horz 18 = 39(LC 6) Max Uplift 18 = 23(LC 4) 10 = 28(LC 5) Max Grav 18 = 3784(LC 1) 10 = 3780(LC 1) FORCES. (lb) Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 1-18=-3264/71, 1-19=-8863/0, 19-20=-8863/0, 2-20=-8863/0, 2.21=-8863/0, 3-21=-8863/0, 3-22=-18214/0. 22-23=-18214/0, 4-23=-18214/0,4-24=-18214/0, 5-24=-18214/0, 5.25=-18214/0, 25-26=-18214/0, 6-26=-18214/0, 6-7=-8854/0, 7-8=-8854/0, 8-27=-8854/0, 27-28=-8854/0, 9-28=-8854/0, 9-10=-3262f76 BOT CHORD 18-29=0/1035, 29-30=0/1035, 17-30=0/1035, 16.17=0/15782, 15-16=0/15782,15.31=0/15782, 31-32=0/15782,14-32=0/15782, 14-33=0/18214, 13-33=0/18214, 13-34=0/15799, 34-35=0115799. 12-35=0/1 5799.12-36=011 5799, 11-36=0/ 15799. 11-3 7=0/ 1034. 37-38=0/1034. 10-38=0/1034 BOT CHORD 18-29=0/1035, 29-30=0/1035. 17.30=0/1035. 16.17=0/ 15782. 15-16=0r157e2, lS-31=0115782, 31-32=0/15782, 14-32=0/15782. 14-33=0/18214. 13-33=0/18214, 13-34=0115799. 34.35=0/15799, 12-35=0/15799, 12.36=0/15799, 11-36=O/t5799. 11-37=0/1034, 37.38=0/1034, 10-38=011034 WEBS 1.17=0/ 8176, 2-17=-70610, 3-17=-7243/0, 3-15=0/346. 3-14=0/2563, 4-14=-883/0, 5-13=-882/0. 6-13=0/2543, 6-12=0/343, 6-11=-7270/0, 8-11=-691/0, 9-11=0/8167 NOTES- 1) 3-ply truss to be connected together with 1 Od 0.131"x3') nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9- 0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9- 0 oc. Webs connected as follows: 20 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Wind, ASCE 7- 10: Vult=150mph (3-second gust) Vasd=116mph: TCDL=S. Opsf: BCDL=5.Opsf: h=25fk Cat. It: Exp C; Encl., GCpi=0.18; MWFRS (envelope): cantilever left and right exposed ; end vertical left exposed: Lumber OOL=1. 60 plate grip OOL=1 60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent 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 other rnemhe.e other 9) Provide mechanicalconnection ( by others) of truss to bearing plate capable of withstanding 100 lb uplift at loint(s) 18. 10. 10) Load case(s) 2. 14. 15, 16. 17. 18 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 428 lb down and 251 lb up at 0.2-12, 129 lb down and 83 lb up at 1- 0-0. 134 lb down and 64 lb up at 3-0-0, 208 lb down and 69 lb up at 5.0-0, 282 lb down and 84 lb up at 7-0. 0. 282 lb down and 84 lb up at 9-0-0, 282 lb down and 84 lb up at 10.7-4. 282 lb down and 84 lb up at 12-2- 8, 282 lb down and 84 lb up at 14-2-8, 208 lb down and 69 lb up at 16-2-8. 134 lb down and 64 lb up at 18-2- 8. and 129 lb down and 85 lb up at 20-2-8. and 428 lb down and 255 lb up at 20.11-12 on top chord, and 10 lb down at 2-5-4, 9 lb down at 3-0-0, 9 lb down at 5- 0-0. 9 lb down at 7-0-0, 9 lb down at 9-0-0, 9 lb down at 10-7-4. 9 lb down at 12-2-8, 9 lb down at 14-2. 8. 9 lb down at 16-2-8. and 9 lb down at 18-2-8, and 10 lb down at 18-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live ( balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plo Vert: 1-9=-185, 10-18=.20 Concentrated Loads (lb) Vert: 1=428 7=- 208 9=-428 16=-9(8)19=-129 20=-134 21=-208 22=-282 23=-282 24=-282 25=-282 26=-282 27=-134 28=-129 29=-10(8) 30=-9(B)31=- 9(8)32=-9(B)33=-9(8)34=-9(B) 35=-9(B)36=- 9(8)37=-9(8)38=-1O(B) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-9=-205, 10-18=-20 Concentrated Loads (lb) Continued on page [---•_... _.._._ _.._ _.., r. ar•eonf.n, m.. M u rOp Ir64S11aIIr,H10fi 01M31 tOtNatlanY{Cr1r, nn,.t5xetr s. 4j r.p,r.ts, rnr•ee• en hn, hip ka.,,'611r a fern I t.aa e(ram twwn w. 1/n, /w.n mr.w fN. wl o:s aera /en nda natee• riled nee 41 wuMapyaele.tftw.6pw1>, e/ • a.11 rtse•e •a an a/4ni.. .t tnprr.hnaup • w mp l.0 mae.a l.l!. r fM A vup at Pu hrl,.,, wth I 1.u,(at, will natuynl.M/br. .Y9-ni,•Ia14•r6MYgw.pa•t1gr,4yd.lglraMfaYquYrOH.Mesh/MM11mot N,utrLnedMpr t a¢asAe...lYbgWas,ny.WN/ 4nthenri.Tombo ((I,P.E. f P417M1heo W!on• ann l/M•Yard01,1•mlmpne•1/e,iN 4e,w•f/M tnrer.•x(ff/Ylyan.IW1.111rM(114 iae/piall Pa iaatb WlW6ndNn 11U Uw1legw On. M.p!yrsNUM ssytAs,Wn ?60083 Qe a.nwir na45lSt. l.ucleBlvd. r.w Nell„6si.Ww••.MadsnnaFd Mlmtln Ir4 vpr,e lmtf.tlste Ite•Wq tlgswn MnnneMelRl qpi" nil A•I test f nus • eo2eg 1. Umiak 1` . tepe4mu d11i, rennen• i. 4" faew lush ed nowi ee .tau paluu!rca l I Itself hnus - (dlar 1. lode UL F.[. Fat Plerte, R 34946 Job ruse I russ Type Qty RI AN HOMES / LARGO A009095873JobXR5LG1AE9FGOtFLATGIRDER1 Reference (optional) Ram 1.ua . run nonce, FL 34946. design@a l lru33.00m Nun: a.120 tt AUJL 18 2011 Pnnl: 8.I20 3 Aug 16 2017 MiTek Inaustrlee, Inc. Man Oct 2 12:51:21 2017 Pagge 2 ID:hA3zRN7kH8GY_sasevncy2z0 np4FkxeWxGSSosYyVncnvi67Sv7lsFOJd27LgGylyX LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 1=-366 7=-181 9=-366 16=-8(8) 19=-109 20=-116 21=-181 22=246 23=-246 20-246 25=-246 26=-246 27=-116 28=109 29=-8(B) 30=-8(8) 31=-8(8) 32=-8(8) 33=-8(B) 34=-8(8) 35=-8(B) 36=-8(8) 37=-8(8)38=-8(B) 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pin Vert: 1-9=-185, 10-18=-20 Concentrated Loads (Ib) Vert. 1=-178 7=-101 9=-178 16=-3(8) 19=-49 20=-63 21=-101 22=-140 23=-140 20-140 25=-140 26=-140 27=-63 28=49 29=-3(B) 30=-3(B) 31 =-3(8) 32=-3(8) 33=-3(B) 34=-3(B) 35=-3(B) 36=-3(8)37=-3(B) 38=-3(8) 15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pin Vert: 1-9=-134, 10-18=-20 Horz: 1-18=31 Concentrated Loads (lb) Vert: 1=168 7=41 9=171 19=57 20=42 21=41 22=48 23=48 24=48 25=48 26=48 27=42 28=59 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 (pin Vert: 1-9=-134, 10-18=-20 Horz: 1-18=-8 Concentrated Loads (lb) Vert. 1=168 7=41 9=171 19=57 20=42 21=41 22=48 23=48 24=48 25=48 26=48 27=42 28=59 17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60. Plate Increase=1.60 Uniform Loads (ply Vert: 1-9=-134. 10-18=-20 Horz: 1-18=24 Concentrated Loads (lb) Vert: 1=168 7=41 9=171 19=57 20=42 21=41 22=48 23=48 24=48 25=48 26=48 27=42 28=59 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 (pin Vert: 1-9=-134, 10-18=-20 Horz: 1-18=-5 Concentrated Loads (lb) Vert: 1=168 7=41 9=171 19=57 20=42 21=41 22=48 23=48 24=48 25=48 26=48 27=42 28=59 do" -lleu•.plmc. 1..14 w IOtzenigam Rol l:a"lonclom 111r}8nalt1"IN. wt Yap wrin w dre aM. NaphngryJr 1. lmyl t.all!I td—unW..a 61mmwa MW.r. as.M 4t. wn,1 Iaaar1wrA% r1 u.lnu Nap fa)w.ftiy.mtNp..y a,w.11Minm+1 ap,earaa.dap..r)ny.mnbaay.aiay.lw.pw aMr, rtlM. lrayal.p.tar alm wa Y1 ' gnthan T. TomIII, P.E. ral>,tmYanMagh4...laaa.!IaYO..,Y6.ci.aenaqu•lNryNy...adaarlM/la.aRra.4dtallgrirl111 hepMeNimrgkli dr6ae.b6la.ya.ga.sdra.rana udNMnywlNl T b. t 90u11] LMyN.p.rtra. e1 WtuM.Y111re.pNarpaoa.fl.l.lytrpwSM Mr.allflgptlaaq Ran We u.Axal. pant p a.0 llN laaebnuetltlarrnla 6.u:.apa.ka.N Np..r4n. a 01.,I.0 41$1 St. ata.n.Yr..laac W.a.. Mgl,da'a.iehd mlmlla'p4mewlrlry6ivpr..Imellar 4psl}NYq UapVua.m r.aLM.tILI Lodle Blvd. is 01111Adfeel lnul•lnka I.led$III. F.f. fa chmis efibil dmftgk.1 441 aau Fabilided.11alad"idea awiala.6caldtallnuc Fort Place, Blvd. Jou I niss Truss I ype uty Ply RYAN HOMES / LARGO XRSLGIAE9 FG02 FLOOR 1 3 A0090957IJobReference (optional) w, ++a+u, way,,.pya ,uwa.w,,, rtan: o.VLV a /W it LV101'nn1: e.1LV a 10 zul f M11ex V10ustnes. Inc. AAW Oct 2 12:51:21 2017 Pagel IO:hA3xRN kHBGY sOsevncy2zO np4FkxeWxGSSosYyVncnA67Sp3ln60GK27LgGylyXSvq2126848-7-8 11.6-0 13 5 4 t5 6 12 t7.8-4 20 t 8 2.5-4 2-1.8 2-1 8 1.11.4 2-t0-8 1-11 4 2.1-8 2-t-8 2-5 4 1 SX4 11 US = 1.5.4 11 3.4 = 1 3X10= 2 J 4 5 1.50 it Sea = a3x4 = 7 e 17aad Load Doe. = Sheen 1.5.4 11 9X10 = 2 le 04 11 4X10 = 7x10 MT20HS= 3.e = 2X4 11 2K4 11 34 = 2X4 11 010 = 4x4 11 LOADING(psf) SPACING- 2.0-0 CSI. DEFL. in (loc) Web Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Ven(LL) 0.59 15-16 402 360 MT20 244/190 TCOL 10.0 Lumber DOL 1.00 BC 0.77 Ven(TL) 0.91 15-16 260 240 MT20HS 187/143 BCLL 0.0 Rep Stress Inu YES WS 0.89 Horz(TL) 0.09 11 n/a n/a BC DL 5.0 Code FBC2014/TP12007 Matrix -MS Weight: 326 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 'Except' W 1: 2x6 SP No.2, W2: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 20 An 5603/0-5-0 (min:0-1-9) 11 = 4977/0-3-8 (min. 0-1-8) Max Grav 20 = 5603(LC 1) 11 = 4977(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1.20=-4014/0, 1-2=9710/0, 2-3=-9710/0, 3-4=-22266/0, 4-5=-22266/0, 5-6=-25477/0, 6-7=-22161/0, 7-8=-22161/0, 8-9=-9798/0, 9-10=-9798/0, 10-11 =-4031/0 BOT CHORD 19-20=0/1030, 18-19=0/18077, 18-21 =0/1 7981. 17-21=0/17981. 17-22=0/25477, 16-22=0/25477, 16.23=0/25477, 15-23=0/25477, 15.24=0/25477, 14-24=0/25477, 14-25=0/18030,13-25=0/18030, 13-26=0/17927, 12-26=0/17927, 12-27=0/ 1101. 11-27=0/1101 WEBS 1-19=0/9430, 3.19=-9145/0, 3.18=0/1430, 3-17=014682, 5-17=-3906/0, 5.16=0/1417, 6-15=0/1470, 6.14=-4018/0, 8-14=0/4494, 8-13=0/1542,8-12=-8929/0,10.12=0/9448 NOTES- 1) 3-ply truss to be connected together with 10d 0.131`0') nails as follows: Too chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc 1n'ebs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or 8). unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) Recommend 2x6 strongbacks, on edge, spaced at 104-0 oc and fastened to each truss with 3-10d 0 131" X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 845 lb down at 0-2-12. 841 lb down at 2-6-4. 841 lb down at 4-6-4, 841 lb down at 6-3-12, 841 lb down at 8-3-12, 841 lb down at 10-3-12, 841 lb down at 12-3-12, 841 lb down at 14-3-12, and 841 lb down at 16-3-12, and 841 lb down at 18-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-10=-100, 11-20=-10 Concentrated Loads (lb) Vert: 20=-845(F) 19=-84 1 (F) 18=-84 1 (F) 21=-841(F) 22=-841(F)23=-841(F)24=-841(F)25=-841(F) 26=-841(F) 27=-841(F) 9-4eauyaV, m.. ulfxl ltcl8ntulr,adul neul a:atlslelliM l7ll;llp 11ixv1-ln fol. 6.p neu.ldarm.anM,hop &.y^llldauA,I TYMQ'1 t/a.ewow"m. 26.9..ume.aln.0 aeru,mslr. mlAKal nl.Mh N1tn11 AY'f a. f..1N[(Y1/11.y/an:1}nn„Ua.1/.1/111//aiYAnl,alAulMrbfu/11 Wjl ttl epalablNd,ahilRl. haY'N.IYIIIYgIIfoL eatl) Anthony. Tomb0111, P.E. Ie1Y r.a/nit.,renwgKm ae.uan/r4o...r6.ar..oucaea•rolraeAure.n mn.ti a_,urauml la rlM.MaM/aelpwg4Y.a/rfnta.IgiMlvge.trsaeMmgad tpayawM/ Y 4, k. p dmuralr t.M ltaw. aAmountedrPatine/atgeewin e . rtrr.:W wr r/Mae M un nia.md.p" pee, tMe/ou.m,K40n4dlauda Maktw.ImitaPMp.M?1c0063Mae erA n..odne 4451 Sc LudeBlvd..r.u ea.IMlt eo det...ngMetlwue.ena at Am 6,pbpeu. eel% Wt7 ue..:mi 1—yp./., hills;egflua4ae.en uiM.rIF1 Gpegb0Mil ATled belles Agile 1.14cleOL1. 1 le elso"al"4nee Fort Place, FL 74946 et P etie4elfaaapelililNdlntOe.uaeAlnsaiopceLlledlusws•AeAegI.ImMl0,/1. Job truss truss type ply RVAH HOMES / LARGO XRSLGIAE9 FL01 Fbor 1 A0090958 Job Reference o Gonal 0-1-8 H I-2-" - 1 US = t e Run: o.ucu a d of .Auto rune o tzu s le 2u1 / Mr I ex Ineusures, Inc. Men go 2 12.51:22 2017 Page I ID:yPUCgG gtoRCOb7?INaz2jn mRlJrsxusmwj954z9UOxeC?0p9509khBM?2pVCyXSvp 040 Lae NO. • 114 In 3x4 = US FP= 3.4 = US = 34 = US = 3.4 = 3.3 = 3.12 MT20MS FP-- 3.e = US = 1 SO SP-- 21-2-8 Plate Offsets (X,Y)- ll:Ed(ie,0-0-121,113:0-2-8,Edael 116:0.1-8 Edoel.119:0-1-8.0-0-121,121:0-1-8.0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Verl(LL) 0.45 16-17 559 360 MT20 244/190 TCOL 10.0 Lumber DOL 1.00 BC 0.91 Vert(TL) 0.72 16-17 346 240 MT20HS 187/143 SCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(TL) 0.11 12 n/a n/a SCOL 5.0 Code FBC2014/TPI2007 Matrix-S Weight: 104 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) SOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(nat) LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 1146/0-7-4 (min.0-1-8) 18 = 1146/0-7-4 (min.0-1-8) Max Grav 12 = 1146(LC 1) 18 = 1146(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 23=-3716/0, 3-4=-3716/0, 4-5=-4908/0, 5-6=4908/0, 6.7=-4908/0, 7-8=4908/0, 8-9=-3712/0, 9-10=-3712/0 BOT CHORD 17-18=0/2167, 16-17=0/4623, 15-16=0/4908, 14-15=0/4616, 13-14=0/4616,12-13=0/2159 WEBS 10-12=-2387/0,2-18=-2396/0, 10-13=0/1717,2-17=0/1712, 9-13=-261/0, 8-13=-1000/0, 4-17=-1003/0, 8-15=-95/729,4-16=-151/714, 7-15=-369/25 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131• X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. t."•,len, e.001' •r'14 tell '4iS mr,(Lout RIM1 t LftXIM86t M-M unaJullik'0'In 4fletp,rns,dr,tl retlen hm lrep he•tItI111Ndemrl'ra4rf 16m1u.16nN 44,tetawu.etltl•M I11 Mr ei4.s,e,wtl..rrrot YrY UrrY11Yp(I.II.h{Itgl.lrrd.,IMrt1U.1.ICIpt11 ION vft M p1Y. awwo !tr ft" 13. go. I%t rCN.% 11M!,.0N. tw"NOM{ is"atfi—ft" ' Anftnr T. Tombo ill, P.E. erNes tm,I.rutierrw.u.y ro...ros,.ewtlq..astayhy..arraaArm morryaMwro rrtu rarxt rmalalruNertweswy wtay..arutaroy rervnv..enA t ON83wrt/qu.lerrtoa u.erur.r grrrmmpw,4rt.n talw.fewerm.ttypurlharwr..urf.Mrpmpo nu laerratlreru,retntlruNpy..tN,rupup.rMua,t.m.r,rn 1.•M glhee eogMtltl.•nqh•e.Nr sehtl Wlm,pphew.h101r Whgpgs.. Leu Styr In Wq Il ertlen,nnlM.Al 4451 St. Lucie (Blvd. Fat Pierce, FL 14946 ypilhlORIII•I led lmut lesteT l.IWtl0.1( lepelttlne tleif lentutlnegluanpehrlutl eater ee.rutu nrdttiuhtellWllwtut•(Wery I.IeWt0l, li. job Truss rues I ype Ply RYAN HOMES / LARGO A0090959 XRSLGIAE9 FL02GE Floor Supported Gable lUty1 1I I Job Reference (optional) an: 6 0ZU a 71 ZU16 Print: a.120 a Aug 16 2017 M!Tek Irldu3tnea. Inc Men Oci 2 12:51:22 2017 Pagel ID:hA3xRN7k 8GY_sOsevncy220Bnp-mRlJrsxusmw495429UOxeC?8e9JA9wzBM?ZpVCyXSvp 4-10-0 Plate Offsets (X,Y) - WEdae.0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip OOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber OOL 1.00 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 003 Hor2(TL) 0.00 6 n/a n/a BCDL 5.0 Code FBC2014/TPI20O7 Matrix-R Weight: 22 lb FT = O%F, 0%E LUMBER. TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(8at) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-0 OC purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 4-10-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 10.6.9.8.7 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3n) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard e•y•MN rwMk„N.r'H1}11 aaxlrin:!1'f GInY nw 1:OY4CI11Nielf1rtr1 YuanlKlur ar.a w4l.oar.i I.or.m Lw ku rulAMrr W. I ro1Utroawfr01ft. wuawau a.r aItL 1 tlMee R'O11,d ss111•rnle u.kweke*(p a;.e I11a!Tee'1 r Wd— ftpr 0Mq u r r4rr qu .4wjd q r r•q dr eye km bale r liaem.m 014 u bUw rt.WlernwY n n9n•.a0.r'r•e.nt qtl•Oi1 yMup•t ma/a.EL C sikleiq Yr011!kN.Y/rill•g4Ym1e1U.1A4YW10 ea1 IrgWYrirynlf0 MtlgnYT. 80010 11.P.E. rargM•fras uweraw•r!Nrrranbrkrn.reyl.nwwr.•e.pcyera b!ertae•„.erpwe.r,!niks.,oi.wrear aLuM 8 • p.kne rep teen er lwu eb,Yp••,•ku 4451 St. Lucie &w1. M.tl 1laiMk.Ia pM q•..aq/q{tl•. h4nlr11p lgvnWlrkiy elp•.11f e{,•r•4••14 Ny ane.btlm eM•all Feat Pleree. R. 34946r ( erirgb0111t41tallnlul•41x1aII I40e01,l.1. tepWKM el an ismeee, is at Mae rediker•alw at man reeitemkea 14 lerl lmut• reea11. I1eek m, M. Job fuss FUSS Type uty Ply RYAN HOMES/LARGO IFI-63 A0090980 XRSLGIAE9 Floor 4 t Job Reference (optional) At Roof Trusses. Fan Pierce, FL 34946. desgn0aItruss.com 0-1-8 H. 2-6-0—I Run: a 020 s Aug3 1 2016 Print. a. i 20 a Aug 18 201714Tek IMustnes, Inc. Man Oct 2 12:51:23 2017 Page 1 ID:yPUCgGILZTgtoRCOb711Naz2jn8-Edsi2CyWd42anff9jCyABOX7gZOUu80LbfJM1 eyXSvo F .3.4 I 1 3x4 = 30 = 3x3 = 34 FP= US = 0*0 LOW Dell.. 114 in 34 II 30 = SA = hh 3.6 = 3x5 = 3.5 MT20HS FP= 3x5 = US = 34 = 3.6 = 20-94 22-1•, 2 25 5-0 2s 9 0 20-9-4 1 1 4 8 I 3 3 4 0.4.D Plate Offsets (X,Y)— 1:Ed e,0-0-12J 6:0-1-8 Edgel, 15:0-1-2,Edgel, 20:0-2-12,Edgel, 25:0-3-8,Edgel, [27:0-1-8,0-0-121 LOADING (pso SPACING- 2.0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL) 0.49 22-23 502 360 MT20 244/190 TCOL 10.0 Lumber OOL 1.00 BC 0.97 Vert(TL) 0.77 22-23 322 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.09 19 n/a n/a BCOL 5.0 Code FBC20141TP12007 Matrix-S Weight: 128 lb FT = O%F, O%E LUMBER - TOP CHORD 2x4 SP No.2(flat) 'Except' TL 2x4 SP M 31(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 2.2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 15 = 102/0-3-8 (min.0-1-8) 26 = 1095/0-74 (min.0-1.8) 19 = 1579/0-3-8 (min. 0-1-8) Max Uplift 15 = 78(LC 3) Max Grav 15 = 210(LC 4) 26 = 1099(LC 10) 19 = 1580(LC 9) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3514/0, 3-4=-3514/0, 4-5=4608/0, 5-6=-4608/0, 6-7=-4129/0, 7-8=-3196/0, 8-9=-3196/0, 9-10=-3196/0, 10-11=0/608. 11-12=0/605 BOT CHORD 25-26=012062, 24-25=0/4324, 23-24=0/4324, 22-23=0/4129, 21-22=0/4129, 20-21=0/4129, 19-20=0/1693 WEBS 2-26=-2280/0, 10.19=-2422/0, 2-25=0/1605, 10-20=0/1679, 3-25=-25110, 4-25=-896/0, 7-20=-1420/0,4-23=0/410, 5-23=408/0. 7-21=0/385, 6-22=36510, 6-23=-120/866, 12-19=-685/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 15. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131' X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard I.q• %mr W# m.. Y'U aDC1ItS$11N(r,9ti1r1 Rlxf t tWG1W1f11I1Y{0!fI ; ofW1P.i1Hi0'tr. fall hip nMa.lma.m.4e ha hp h.q;14'j mat la" I '"VI td—%MW.... Whm"=tl.r III,.* O'd aiar/.n.tl...trr0l.Nnet N.q.h hxpf*..1..tt...Npri%udaw111,.own.np.h4rsare q..".hWWA0.trrr*4a 9411w.hp]..1.17.4., aft 1.1. fN.upa..pt4tlNush. adal Anthony T. Tombo lit, P.E. I 0.1.4ef friar gru ---,spar 4re...r0.nh.ma qm. r win Nup..ha.e a/a M."s iftb=b ly.hr llH.r.ph44rttl m.l ldl.ulr',n. m.Mts4 ay.amtterYay tldlanpxuYn4 2U083UN"Iup..aim. tlau..wN IN N 0dit$n= r pry./r u.thq.el &kV=N-,Mnr0e M.W wl e.h WdIN pmr pan Whm w ivaUuenr Yeh 4r it.u.wp.tm. k"!"..Oft, amu.rh 4451 St. Lude Blvd. M..Iu aeW h.lmao*M.m..7pN41a.Nt..htlS.tmalnpfap.h111r Wghvpx..lm.1;a.'.I.•itlaq Oq.Iv.hm r.nAM.0.1 Fort Piece, FL 34946 tR.i1M0'1116A-1loaf him A46tglAWAI5Lr1. 4pe4Nmddnhateeµiugl.a.epdA4d.4Mtldtn4t/eyeamau4 benA•1Qgluan Ardrgl.6eNlgl.t. Job Truss I fuss Type Uty ply RYAN HOMES r LARGO A0090961 XRSLGIAE9 FLO4 Fkxx 2 t Job Reference (optional) 0.1-8 H. 2-6-0 3.e = 7 Run: 8.020 aA ug 31 2016 Pnnt• a 120 a Aug 16 2017 MITak Industries, Inc. Mon Oct 2 12.51:24 2017 Pegge 1 ID:yPUCgGf-7TgtoRCQb77INaz2jnS-jgO4GYz80NARPPEMHvTPjd4HWzmPdd2UpJ2wZ4yXSvn 3-4 3x4 = 3.4 = 3x4 = US FP= axe = 2-1-4 N$ Dead Load W. - 114 in 3x3 11 30 = O AIIIjjIIq 1 3.4 = 3xa = 3.a MT20HS FP-- US = axe = 3.6 = 3.8 = LOADING(psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCOL 10.0 Lumber OOL 1.00 BCLL 0.0 Rep Stress Ina YES BCDL 5.0 Code FBC2014lrP12007 LUMBER - TOP CHORD 2x4 SP M 31(flat) *Except* T2. 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 31(Oat) 'Except* 81. 2x4 SP AI 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORO Structural wood sheathing directly applied or 5-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 22 = 1006/0-7-4 (min.0-1-8) 14 =-27110-3-8 (min.0-1-8) 15 = 2058/0-3-8 (min.0-1-8) Max Uplift 14 =-453(LC 3) Max Grav 22 = 1007(LC 3) 14 = 108(LC 4) 15 = 2058(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3126/0, 3-4=-3126/0, 4-5=-3848/0, 5-6=-3848/0, 6-7=-3161/0, 7-8=-2019/0, 8-9=-2019/0, 9- 1 0=-201 9/0. 10-11=0/2058, 11-12=0/2056 BOT CHORD 21-22=0/1868, 20-21=0/3743, 19-20=0/3743, 18-19=0/3161, 17-18=0/3161, 16-17=0/3161, 15-16=0/335, 14-15=-1064/0 WEBS 2.22=-2065/0, 10-15=-2612/0, 2-21=0/1391. 10-16=0/1 870, 3-21 =-252/0, 4-21=-682/0, 7-16=-1596/0. 4-19=0/261. 5-19=-441/0, 7-17=0/445, 12-14=0/1173. 12-15=-1379/0, 6-19=0/1042, 6-18=-422/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TC 0.89 Vert(LL) 0.4718-19 523 360 MT20 244/190 BC 0.99 I Vert(TL) 0 74 18-19 336 240 MT20HS 187/143 WS 0.89 HOIz(TL) 0.07 15 n/a n/a Matrix-S I Weight: 129 lb FT = O%F, O%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 453 lb uplift at joint 14. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-" oc and fastened to each truss with 3-10d 0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard A.."-ftm gr„n,.4,*14W 11t18l9M1r. Rout al%AD,mWtletoa(Mlr,0o7AWAffIn ad.MV,nxrabla.rr a7aotamoo a.a..bbl7lar,al e,.h..a.p(.p..fl,u,apyb.aa.ral mwr,onpnabranew", R4WUrttrbayasmpLw%"asM",orIM hrur.u.pti6mr ra nwtaq AnthonyT. Tombo III, O.E. u""k.moci m 111yaa. n/weem,Pfimwpm.pa.bWgly..4b,auabdlbYraYAl.YgaY.1a!! al pain llalglNNfblmtaAl a yat¢.p4balYaNYdYO.ny.Y1M/ * 80083 rsu.ra.r.ar:mm u.eu..rmdbumrrrr.eeu.l.,r..to wm.pltnwwuearm... r, duou.' w num w uasu+,,.liedabl.uuor.rM,aartq...lu.a.m,..,. 44515c Lude Blvd. l..b ermah,taetlaaMgl.a..era aiataa. ta0..a.'6aaanatlbl.wrinq..•(m,f.m.Gpin Wq dlgabaen..,nlMeRA fort lefce, Ft. 3494a epPitllC} OIIAdtedluwa Larry1.14aleULt.l tepuboindandemote, ismay film itp.lBBN.ithm0.r e.Iopnaiat.eInaAlfedl,enw-A014"1.limbo Ktl. Job rus3 Truss Type y RYAN HOMES / LARGO A0090982 xRSLGtAE9 IFLOS Floor 4 t Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946. design®altruss.com 0-1-8 H. 2-6-0—I 1[ 141-12 i 2-3-12 1 30 = 3x3 = AA II US = KUM: 6.020 3 AU l 2016 Pnnl: 5.120 3 AU9 16 2017 MiTak lndu3tnes, Inc. Mon Oct 2 12:51.24 2017 Page 1 ID:yPUCgGfL2 gtoRCOb7?INaz2jnS-Ig04GYz8ONARPPEMHvTPjd4KFzmhdeBUpJ2w24yXSvn 3x4 = axe FP= 30 = 3x6 = 0-A-8 beW Low bell.. 114 In 3.4 = 3.8 = 34 FP= 3.8 = 3.4 = US = 3.6 = 5.114 + 25.9-0 5.11-4 19.9-12 1 Plate Offsets (X,Y)— 1:Edge,0-0-12L [2:0-1-8.Edgel, [7:0-1-8,Edgej,116:0-1-8,Edge1, 24:0-1-8,0-0.121, [26:0-1-8,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) 0.43 15-16 546 360 MT20 244/190 TCOL 10.0 Lumber DOL 1.00 BC 0.97 Vert(TL) 0.70 15-16 335 240 BCLL 0.0 Rep Stress Incr YES WB 0.82 HOrz(TL) 0.08 14 n/a n/a SCOL 5.0 Code FBC2014/TPI2007 Matrix-S Weight: 129 lb FT = 0%F, O%E LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP No.2(flat) *Except* B2: 2x4 SP M 30(flat) WEBS 2x4 SP No.3(8at) BRACING - TOP CHORD Structural wood sheathing directly applied or 64-0 oc pudins, except end verticals. BOT CHORO Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 20 = 1635/0-3-8 (min. 0-1-8) 23 = 13510-74 (min.0-1-8) 14 = 1022/0-3-8 (min. 0-1.8) Max Uplift 23 = 125(LC 4) Max Grav 20 = 1637(LC 8) 23 = 299(LC 3) 14 = 1025(LC 7) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-318/485, 3-4=0/1021, 4-5=0/1023, 5-6=-2734/0, 6-7=-2734/0, 7-8=-3848/0, 8-9=-3848/0, 9-10=-3848/0, 10- 11 =-3260/0, 11-12=-3260/0 BOT CHORD 22-23=-485/318, 21-22=-485/318, 20-21=-485/318, 19-20=0/1210. 18-19=0/1210,17-18=0/3848, 16-17=0/3848, 15.16=0/3908, 14-15=0/1968 WEBS 2.23=-350/534, 3-20=-919/0, 12-14=-2160/0, 5-20=-2263/0, 12-15=0/1428, 5-18=0/1717, 6-18=-273/46, 10-15=-71610, 7-18=-1330/0, 10-16=-358/425 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 23. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard eaq•eaa ralr,.aua•u tltl ltas l1t01reaulewsemulanlalar,vlr;emaelxeed•w. t.t,e.x e...,roa.mas Im a.pk.a Mamuntt soaa t lea.neeaa.a ea.e..mcm.attr.rt 4ie.atr tYlttNa—fta01.aam It. LW bap IPIfe.Wd!npflYtalaal al.Wxa.ai.eMONrd—Wala.ttl)t..to.4a!ON*up ON"IM. altlaaa111.th, am Ar, ruoup mnpt ' 4".U—taal'dt Anthony T. Tombo ill, P.E. r.u4a.tm.l..Ikxgkeame.ou4mo...ma.d.tawrye.mmrgaywamnna4ailLsmre..r wryaamtM.awai4mAtealwN4almesaWitrta..wtm.trkgoakaar.wn4 9W083ataulatprar(tem tla..uw.mtprmexQ..rl.aeasee.taytna.aaie.!ebtm.;kipaeaYlyPMtlteatttawapat4 paa AJ4amr.uaatMarlaa4mlau kvpt.Ims Ma}I.p.arYas rea....0 4451 St. (.title Blvd. taaN aaek.teeer alaau'gkstt.a..ah.l WIN.Ia'(tpm.l9lmlW7hyC.. (NIf!M /o deq tlgWMlxn e.aeL1.IM Fort Pierce, FL 34946 pl.il6al111111edlmws•dWegl.l.ebYl/A. hpcledioel6nraumd,aalfame'.tiwerndeaee.mteeyamsdeeItem t,ltoll besus 4WN11.11cullLP1. Job rusS Yruss lype uty ply RYAN HOMES / LARGO xR5LGtAE9 fL06G FLOOR GIRDER 1 1 A0090963 Job Reference (optional) 1-3-0 13.3 11 2 416 = 131 1.1 Kun: OAZY a AU J1 2U10 Prins: a.120 It AU9 16 2017 MiTek Indu301ee. Ina. Mon Dal 2 12,51:25 2017 P99e 1 ID:11A3xRN7k GY_sOsevncy2zOBnp•BOzSTu m9h1102pYrc__eGrdWmM66MCFe2zoT5XyXsvm 1-2-4 3 151, SI 1 4 34 = 161 Se6 = 171 8313 II 06 = 06 = LOADING(psf) SPACING- 2-0-0 CSI. OEFL. in loc) WellUd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) 0.07 10 999 360 MT20 244/190 TCOL 10.0 Lumber DOL 1.00 SC 0 90 Vert(TL) 0.10 10 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.38 HOrz(TL) 0.03 7 n/a n/a SCOL 5.0 Code FBC2014ITP12007 Malrix-S Weight: 53 lb FT = 0%F. 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) SOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 12 = 896/0-6-14 (min.0-1.8) 7 = 905/0-3-8 (min.0-1.8) Max Grav 12 = 896(LC 1) 7 = 905(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-1891 /0. 13-14 =-1891 /0, 3-14 =-1891 /0. 3-15=-2462/0, 4-15=-2462/0.4-16=-1835/0, 5-16=-1835/0 BOT CHORD 11 - 1 2=0/ 1264, 10-11 =0/2462, 9-10=0/2462. 8-9=0/2462, 7-8=0/1189 WEBS 2-12=-1552/0. 2-11=W790, 3-11=-730/15, 5-7=-1459/0, 5-8=W799, 4-8=-795/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-" 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. 4) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 190 lb down and 178 lb up at 2-5-4. 135 lb down and 178 lb up at 4-5.4, and 190 lb down and 178 lb up at 6-5-4. and 192 lb down and 172 lb up at 8-54 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00. Plate Increase=1.00 Uniform Loads (plf) Vert: 7-12=-10. 1.6=-100 Concentrated Loads (lb) Vert: 3=-114 4=-114 13=-114 14=-110 15=-110 16=-110 17=-117 A.q •Mu 1.a I mu r'u ma'191611Udre ml. UUtS a fagUU11l6RM{O'f111(diAl(UGelC We t.el iap raay. rnr.ma ewkn. Myia;rlgr i Im1 Ltma l' [ tAamlL.Idn.u. Ya..k.Ma 4aam IN. ah etaa..f7ea arawrmmp.rMl It. I—Implap.0.•tpel.hp.k.uaaeg0llm.am mmmnAmprAnaatapqmpaaubmen*Aray.haega.emom 7e.A!•al.(OW le.aurmmpa.k•rl1•0eumAn Anthcny T. Tambd III, O.E. ra.AMrm.me7UW t,tn,. WM/mr.m.ma.w,wwmagarm MdlhLW.i.ift nAm ULbmrbkdbwga6mal.MO/uAAmrr]rat f.Y.ufmlm. abYgYM.F mr alAemr t. uql.aprt.aeu.mlm..mturmpmmr Aa..Aml.e r pmsewlaawrysgpwwNarweaearwlm ImAwmut. wr.a t11Lude prpreorr}lea.mmarwarmnemk.unya.rm.Aa*hya.rlm.A.ewn..ka 0083 4451 Sc Wde Blvd. er.n.rrk.Iaeonraa..rola e.a.mnd th tna0gt+aen101mMyAwrr.. tm.hum (.'mew wq dalruamn..nr+«anu l ii C1111A•1Reeltnnet Aege LleeleUlr.l.l eledieAJlMleneeetis tuft el'va"stiheu1le.nau etildeeheaA•Ilalluleel• Fast Place. A. 34946 M Ib ry yI n r w Aaleq l.leale III, li. 0russ russ Type RYAN HOMES/LARGO xRSLG1AE9 jF'L07GE Flow SupporW Gable 2 1 A0090S84 Job Reference(optional) 01x8 tun: tl.U[U s 71 v is Ynn+: a.120 s Auj 16 2017 MITek Industnes, Inc. Man Oct 2 12:51:25 2017 Page 1 ID:hA3xRN7k 8GY SOSevncy2zOanp BOzSTu m9h1102pYrc_eGrdegMK MHhe2zoT50X,yXzsvm 0 3.3 2 ] 4 5 e 7 a e a;:r/.«',cs>:q/:.:'°:.:o/.,s>: s/4s..y".li,.:r:;rs«':;:>ti:i;;a/,'?,:::-;%z' a; Is 17 Qw 16.1-0 r-1_n i Plate Offsets (X.Y)- fl:Edge,0-0-121.127:0-1-8,0-0-121,129:0-1-8.0-0-121 LOAOING(psf) SPACING- 2-0-0 CSI. OEFL. in (loc) I/de0 Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCOL 10.0 Lumber DOL 1.00 BC 0.01 Verl(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 14 n/a n/a SCOL 5.0 Code FBC2014/TP12007 Matrix-S Weight: 72 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP N0.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 16.1-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 26. 14. 25, 24, 23, 22, 21, 20. 19. 18. 17, 16. 15 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord 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-" oc and fastened to each truss with 3-1Od (0.131' X 3-) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard r..y.nNNrwk, ..r u!aalns!a!vwrla nuaau!:uacnaa.[trtruucnaw+rr. +„+ r,4r.,.,rr,.rk.Ney a..ryllxlrrlr.,I 101IL 1*-OY1hI0 "dew-9NI"W" UM r d Iri dd N Ntlr r 01. M M1 u.Iwti M 41Nn,..ipy k*ut r N/. N• a q.Ne NapR. / r 14 r1.p rinyNiW 1.4hgt /r u f L.0 rol.r IY .r Ul h 4. nuepNt WIorN WYq r•ulM inur.!I.1rlarnyNbil/r ONw.rO••i,r.4N gN1.b4/IIIMN)M .f1,1m I.LK rr rrbl Yd.gr Nl all rN//r IA NI Nrpew/rIl•tl udlrr+r*,.rl.. r...y uAM4 NpYi1/ Aflttga7 T. 80083 lll, P.E. r1•i1.1M.r!rtu rrIMV.41Nr4rIQ11r.M.1/ri4gW1NM1/tl!.ON I!!QINYWII.Iar11a.1.A6Nr1N//,r1 aL111VNr,1'JNYWNrN1N/r+N11Y'NIINI"I*NrImbiYO.I,WN UKler•NM IN.1010*NI gN...ayhApN.Nrc,M ALmhv!r.nlClrk/gApn,.4N 1rwtNNa/NrM49 ra+sNrn..NMM.011 4451 St.. FL Blvd. e I O}1111.14MLNtU•40a 1.11d11L1.1.4 Nedw41ailrrae fptOIMCefl J1946 IPIb t P µblrylMa.epWkar.ANaweme.plwuutru411Nd1mu1•Irdrryl.IeeMal,l.t. Job fuss I ruSS Type Uty ply RYAN HOMES/LARGO A0090985 XR5LG1AE9 FLOG Floor a 1 Job Reference (optional) 0.1.8 H 1 2-" Nun: 8.0208 Aug 31 2016 Print: 3.120 $Aug 16 2017 MTek Industries. Inc. Mon Oct 2 12:51.26 2017 Pegg e 1 ID:hA3xRN7kH8GY sosevncy2z0 np-fCXghO Ov?09ejOkOKVtp29hlmRnSdinHdX1ezyXS.d 11-- -&0 2-1-0 3:6= 30= 3.3= t 2 3 4 5 6 01M Owd LOW OsB. • 118 In FOX VFW! 3.4 = 3.6 = Plate Offsets (X.Y) -(1:Edge.0-0-121.115:0-1.8.0-0-121, 117:0-1-8,0-0-121 LOADING (psf) SPACING- 2.0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 TCOL 10.0 Lumber DOL 1.00 BC 1.00 8CLL 0.0 Rep Stress Incr YES W8 0.50 BCDL 5.0 Code FBC2014/TPI2007 Matrix-S ' LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 9 = 86110-3.8 (min.0-1-8) 14 = 867/0-7.4 (min.0-1-8) Max Grav 9 = 861(LC 1) 14 = 867(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2519/0, 3-4=-2519/0.4-5=-2791/0, 5-6=4536/0, 6-7=-2536/0 80T CHORD 13-14=0/1578, 12-13=0/2791, 11-12=0/2791, 10-11=0/2791, 9-10=011607 WEBS 7-9=-1763/0, 2-14=-1744/0. 7-10=0/1027, 2.13=0/1041. 5- 1 0=-589/31, 4-13=-603/16 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Recommend 2x6 strongbacks. on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0.13V X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard US = DEFL. in (loc) I/dell L/d PLATES GRIP Vert(LL) -0.1810-11 >999 360 MT20 244/190 Vert(TL) -0.2811-12 >677 240 Horz(TL) 0.06 9 n/a n/a 3.8 = Weight: 81 lb FT = 0%F, 0%E I.q •14..h1r.arm•..6 Y11pp II(S8tf1-illtal BUl(r (OIWOn(6ICYN!fl'1 t1 Aii1F11'ti r.fllup rr.lrr dlr Its. M Lnr MYp kr.q;tlllr s 4q ((eMl r(Im.r L4eNn.0 4lnrquwu m1.Ol IH.ay Oi. 1fl.a..lrlNa.e. IM.N100 it. Inu0n417w1..4.0 10INNI Um1. a I111reea Sam" r m..t I.q..glnpa!IV ft"01.d*L+OrgON.f. itirr,..IA. hOrq nt.lrr_la7n ut uatYl u.IMIn.Y.}a0yrthny.tl NIYs.aYth..irrl.lcrp.•s(rgky..6alNmlrp.omrsudlrYlr.rml.a.wlrt7l al..flNw rlln dMy..rq u.p.ulharraq WlNwnr.loln Anthony T. 8ltl, P.E. 0083 1.saytaq rtnm rlrua..rlt/rmPmlrrm.raLw km..tru maN.ptvlpwgtn.rWrolr.mapanlw. a1kaN.rny.Nu+natKnem4u:.• 1n.M s 6Lude O..amll..f..OgrN.+.•.gN..NrmBA p.lm.l.ylga. n.71 s1Wgl. •(m1f!. IN. yx. i .fywrk.r s..Im,a1n 445I St LOCI! BIM. a . pr. . r.. Nl.q ugrur.mn.b1.1.141 Fort Pierce, FL 34946 gpilh L'}All Al led kn 1 AdrgLdellBl l.E. 6Pelatin onlnse,a.q laaitrdiYiul nlSMlM.risn puniu tree A•I INd Iw/ut•A Iq I.IrW.81, /.f. Job fuss truss Type RYAN HOMES/LARGO A(3090988 XRSLGIAE9 FLOE Floor 10 1 Job Reference (optional) a1-6 H 24-0 Run: 6.020 s Aug 31 2016 Print9.120 a Aug 16 2017 MTek Industries, IncOctMon O2 12:51.26 2017 Pee 1 I0:hA3xRN7kH8GY_sOsevncy2zO8np-fCXghD Ov709eiOkOKVtp29hsmRFSdxnHdXlezy)9vl 1- 6-0 2.0-8 I 1-3-0 Deed Lwd Dell. r I/6 in 1. 5.4 11 34 = 30 = 1.5.4 11 N6 = 34 11 3 4 5 6 7 6 rIVrAAU4 = 3i6 = I.5 4 It 1.5:4 11 3.6 = Us - LOADING ( pso TCLL 40.0 TCOL 10.0 BCLL 0.0 SCOL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr YES Code FBC2014/TP12007 CS1. TC 0.58 BC 0.97 WB 0.48 Matrix- S DEFL. in (loc) Well Ud Vert( LL) -0.17 12-13 >999 360 Vert( TL) -0.2611-12 >706 240 Horz( TL) 0.06 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 80 lb FT = O%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING. TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. ( lb/size) 9 = 851/Mechanical 14 = 851/0-7-4 (min.0.1-8) Max Grav 9 = 851(LC 1) 14 = 851(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-2454/0, 3-4=-2454/0, 4-S=-2688/0, 5- 6=-2464/0, 6-7=-2464/0 BOT CHORD 13- 14=0/1544, 12-13=0/2688, 11- 12=0/2688, 10-11=0/2688, 9-10=0/1575 WEBS 7- 9=-1734/0, 2-14=-1707/0, 7-10=0/983, 2- 13=0/1006, S-10=-567/47,4-13=-557/36 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10. 0-0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 4q. e mrrr. im.. r'411?71 RlY1('flldYlaN4 Dud 1fP111 11 W74(Yrt1: rtlrCnai fa'Ya Id. egP A. r.r.a m u,. a.* k..ttx r r Jaw I loam W- Wela. M. ea.a.n. aM r 11kr1 IP.- ORO ..d MrrlieY.dl ... hw.In f.pnP., f1 o 1 er1Yu/rwlOq rnraq u r 8 ur/pu mlrudgl.meap4raj Ya.bW 41M rI rr 61J.A6ap nrq a rYla a aNY1 Lr-don lnur.ararnrnwu ndr0.r.rC.:.e.uNq.sall Mup .b m aaet(rmwl/ga minl M.rr//r nlr Iw.u rkwt.ngmrq a*..m.rtgwMrmloYn a nY T. 80083Tornbill, P.E. r1.rgMu "( MM N•.mr.rlrrrrearr r.Irwplw.va se.e.;1nOMYuuw6lrYll..,ia h N.. PJJ6nsw tlwr endsi.uM.n.4,Muaf mrLarrse.ru BOOB] b. M MW M.( ,M ere rq b arm, rM..L Ir tm lnPly MnJi4lrtJq Cs,•Lw.S.rs l.r..erMq U.:rn..aYr eN Fort PlSt. ace. FL3494 Fat Pierce, R ]1916 ypryMONIU•ItulluJm• IreulLl4Mrm,Lt. tepNaiNOft br.eea,iOil M,ilpWlall•AM6r"dim n.dJaah4e111r11muJ•b6ali,IeeMlit, 1.[. Job rlss Truss Type Qty Fly RYAN HOMES / LARGO A0090987 XR5LG1AE9 FL10 Floor 3 Job Reference (optional) roof i rusaee, Fort Pearce. FI, 34946. d"gn@qa Run' 8.020 a 31 2016 Pnnt: 8.120 a Aug 16 2017 MTek IndusWes. Inc. Mon Oct 2 12:51.26 2017 Page 1 ID:yPUCg fLZTgtoRCOb791Naz2jnS-fCXghD Ov7O9eiOkOKVtp29edmbRShtnHdXIezyXSVI 0-1.8 µ}a.I a 1-5-0 2 344 = 2-" e i 3.3 II 3.3 = 3.8 = LOADING(psf) SPACING- 2-0-0 CSI. OEFL. in loc) I/dell L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) 0.00 5 ---- 360 TCDL 10.0 Lumber DOL 1.00 SC 0.38 Ven(TL) 0.07 4-5 >709 240 BCLL 0.0 Rep Stress Incr NO WS 0.23 Horz(TL) 0.01 4 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-P LUMBER - TOP CHORD 2x4 SP M 30(flat) SOT CHORD 2x4 SP No.2(8at) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/Size) 4 = 659/0-3-8 (min.0-1-8) 5 = 735/0-7-4 (min. 0-1-8) Max Grav 4 = 659(LC 1) 5 = 735(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-299/0 BOT CHORD 4-5=0/736 WEBS 2-4=-810/0, 2-5=-951/0 NOTES- 1) Plates checked for a plus or minus 0 degree rotation about its center. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.1.31' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. 4) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plo Vert: 4-5=-10, 1-8=-350(F=-250), 3-8=-100 Oead Load 0e11.. 1116 in PLATES GRIP MT20 244/190 Weight: 25 lb FT = O%F, 0%dE fMmrw..MIiaO•Iln.aa.DI-611W INIZ( ett11'"UIrtMt(OWdnflpOwrl7R1'I t100Aa00n1'b71.11 aV r.en r.r.n.r. h so..P0•g00Qr. lam 1.1 aIt ta.1Q•tan... H.E.19kod, e1.a..M ONI"-011)ta.I•IU.wMuP4M1.W 1T•rlb,d.gdfmm..mlanee1n arlapqu4.att!Oreau'aa uyl ln,bm0ea, rorl,W IPA. haa.u4•Ir uW raM Anthony T. Tombo fit, D.E. r..an,hmryayhmuy.uy ro...racer.aeergardrugaywhaneaeaaLawraasrlyarreu.trarnaerrory. .lw.0 Mrtm.a.ya*.ewarrg rra nuuna t80087lvd MuahA•p.r0 asi O..fuwrrMrmMrnfrl.an/m W U•.uMf1•!tnrarm ldl4Y.M.1M111r11t1na.r.4p.tMI^m A1at..rnlprWnrinlemka tmp..Im1w*(1.dua.Mnsni.,ro 4451 St. Lucia B. M..a atMh.UaogMe.•r eq.lr.laAd mlmtln?4arh WIrYY71 gr,r tmtltota'1rlrn Mug d edwhmnn Atllr Al fart Dlace. R 34946 typilb L'1Bl0a lted kewl•Odtq l.Irelr aL l.E. teptil•otld'nit•aeq,alq lra.ilptY liUl nt!•1W rriaeafaaiflilr trace A•I tttlhnfn 0a1M I.IraYlQ f.l. Job fuss Fruss Type Qty RYAN HOMES/LARGO xR5LG1AE9 fL11 Flow 1 A0090989 Job Reference (optional) W Iris . rort rtenx, rl 34946, eesgn®aItruss eom 10 0- 1-8 34 = Hun: 5.020 a Aug 31 2010 Pdnt: a 120 a Aug 16 2017 MTek Industries, Inc Mon Oct 2 12:51:27 2017 Page 1 ID: hA3xRN7kH8GY sOsevncy2zO8np•7P5CuZ7OgIYOGtzwytO6LGi_gA75gA0xWHHaAPyXSvk I. 45Mf II 1.3-0 2, I 1-1-0 s1.SM II 34 = 54 = 5 1 4.1-0 4-5-0 4. 1-0 I e Plate Offsets (X,Y)— fl:Edge,0-0-121,15:0-1-2,Edael,110:0-1-8,0.0-12) LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Ven(LL) 0.02 6 999 360 MT20 244/190 TCOL 10.0 Lumber DOL 1.00 BC 0.10 Vert(TL) 0.03 6 999 240 BCLL 0.0 Rep Stress Incr YES WS 0.11 Horz(TL) 0.00 5 n/a n/a SCOL 50 Code FBC2014/TPI2007 Matrix-S Weight: 24 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(8al) SOT CHORD 2x4 SP No.2(8at) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purllns, except end venlcals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 5 = 214/0-3-8 (min. 0-1-8) 9 = 21410-6-14 (min.0-1-8) Max Grav, 5 = 214(LC 1) 9 = 214(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about Its center. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-" 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. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Ir. q•ttd osoop.dnl.Id'14W1tffZj*9IIr1(lYlIIRIMS 1fOf00WflWIM;'M(1-gOlaflHfll'In l..yhupw• dada arAt.t Auplrf.q;0461mid.gt look It of tol—owtdn.. tlnlrMwdadr.rlH.wry 1ra. iad.dr/.u.rrnl..er 4.WaopEq..11.ftq.rrwoanllmuneal/tndrpft-dq..gnq.wn.rrau.rmptalyutlaraA.n..r pN hau*elyln l.rl.anurlq d.udmk. lr.l Meyhrompuugdr0...rJ.e'nradgn•remq:lpe.4lmadru(amdrud rrga diM.hq mddrt/ldal l Il.udrGna d giMq, a'ql. ddtradlmq rrrrnq.00 d Anthony T. 80083 llLl TomboI( I, P.E. r WgAup r tr•In u.r u+r r IMrr nrlm d ? B0o8] prdfr W.gfn.rrl/aMm.IR$pWW I!OId WloUrrmrprdpm ld..rma.Ar.ldbeddmkrl llrlr.tm11dM4pudualYYlr.,dd/ 44515t. loos Blvd. dld.n..h.l6.fao•dp+•dq I. / n.M. alhd d tm101'IgarM IOI r Idlgllupr, • Im/11m' p d.l Wy 11001d rim •1 a Mar rM fart Pierce, Ft. 34946 grliltl C 111A A•1 led Imul • Arury L IaJdR f.l. Ie1leMnn d0o 1•nnea. . fry lae if pABiIN n0M enrioo ItIm14Y hee A•1 tat L.fuf • AaMry L Imh IQ li. Job fuss truss type RYAN HOMES ILARGO A0090969 xR5LG1AE9 I,-Ll2GE GABLE t t Job Reference (optional) to 9 2 Run: 6.020 a Aug 71 201a Pnnt: a t 20 s Aug 16 20t 7 MiTsk Industries, Inc. Mon Oct 2 12:51:27 2017 Page t ID:hA3xRN7kH8-Y sosevncy2zO8np-7PSCuZ7OgIYOGtzwy106LGi_RAOPgBCxWHHeAPyXSvk 04 3 a 7 a 5 date upsets (A,YI— It:taoe u. U-I1J,1s:0-1-b,0-0-121, 111:0-1-8.0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Ven(LL) n/a n/a 999 MT20 2441190 TCDL 100 Lumber DOL 1.00 BC 0.01 Ven(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/1 PI2007 Matrix-R Weight: 20 lb FT = 0%F, 096E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(Oat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc punins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 4-1-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 8.5.7.6 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 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 a Ir.n .1. r w tlol rt>rn(t9ur umu nt t t nnarnaul+rtmr; Imcaetr>r t.Y tr, rupp ocY.rlre,. m In1 t"ls•iM rr tar I teal Ia1.1oa 1 a rlbN «.,1 o.i tl Ir.r1 I.Irli11p.1Yd. NNbr QYMYL u1b.1YL*tlp.11pl,*00 hportr u/.w InIIp1....4",dim p>SIWrY*IYqMP"dYt b r up d ru P It., ftm.r. 91rlr014 hay nYepl k"udwLnO" ' anntonyT, rYl/YIIIRIYIiWIthY1111.1 YINYO.Y.YO.YI.hYnN.IYYY,hIp1..r YY rYLYNrrIrMtlYtrlrall nl(MOItllllrgWW tlIlYlrNglrlya.w..rYY1tII Mr1lyYliL1NTonft80093 ll,p.E. rt.Nltl*.rt+s Y.urw.YurrYpYanrprrlNrw hgrfp.rep6gWrNllnlrunal.s rp.rprY. oNdYlr.lurmnrYYl Yuah g06] ym,hnlrwl lY ri.114Yb1.,aw µ$l $l. l.ucl! Blvd. mtlr.Ifra rlr.Y artlrNp.l bYlN. h4Ylhgflp.n61Y1q IIy,Y OIn MINteY rYYlt YI*IrNr.tl.M.IY IM CgpithOH111.14dlYun•Ie1nlLbeu L r.l. tepdrYMNahWmeN,NarlaaepWlaelYAlua..mn pNhuaho d lYllmul•lblryLfesMlp, r.(, ipI DldCI, FL 34946 JOb I russ I rus9 I yp@ Lily Ply RYAN HOMES / LARGO A0090970 xRSLGIAE9 HJ2A OlagonalHip Girder 2 It Job Reference (optional) Ai Roo. Tnmws. Fort Pierce, rt, ;Hasa, aestgnqga l truss.cont Hun: a 120 a Au 19 2017 Pent• 8.120 a 18 2017 AU-rekIndustries, Inc. Mon Oct 2 12.51:28 2017 Palo 1 IO: hA3xRN7kH8GY_sOsevncy OBnp-bbfb6vO RcgttOY7WIXLuTF8CaL8Zex4kxO7iryXSvj 1- 5-0 3.5.11 1- 5-0 3.5-11 2. 4 = 3. 5.11 LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.14 Vert(LL) 0.00 4-7 999 360 MT20 244/190 ITCDL10.0 Lumber OOL 1.25 8C 0.11 Vert(TL) 0.01 4-7 999 240 8CLL 00 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 2 n/a n/a BCOL 10.0 Code FBC2014frPI2007 Matrix -MP Wind(LL) 0.01 4-7 999 240 Weight: 13 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 puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 3 = 80/Mechanical 2 = 243/0-10-15 (min.0-1-8) 4 = 42/Mechanical Max Horz 2 = 78(LC 4) Max Uplift 3 = 51(LC 8) 2 = 156(LC 4) 4 = 2(LC 8) Max Grav 3 = 80(LC 1) 2 = 243(LC 1) 4 = 58(LC 3) FORCES. ( Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCOL=S.Opsf; BCOL=5.Opsf: h=25ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left exposed: Lumber OOL=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 51 lb uplift at joint 3, 156 lb uplift at joint 2 and 2 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 9 lb down and 8 lb up at 1-4-9, and 9 lb down and 8 lb up at 1-4-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=-7(F=-3, 8=-3) Id" As. r.pfa':4MCI mm,ntutr,gout ltlrslcluoa1timmv,va;lmonawrom ,n Iu.Ma lw•wal.... uwo..mt.alu n 4:•awww pr: dlwww N a rA•r.w tit Mtluy hew.l..yaaf ryaW nlM su.t p at4aNna.l ml.`oY be Wd U 0* sat glh a Wid, W W. Murat"•." srrlum'wrN Y.Ik a."'yw l da0...at.t.ofPimp••aOtlyMya.danna4yglanf IstldWq rlMMo 4Mm1 tatµ.Iwlm•d4sl mpmb.tregW mn.w!a °^thcnyT.80083 ll. DE. Myh•r.. t:w.w 11 w.... ahlra rmt rlrewt da"Cis osis1w kt w;pV,numgmrwlwdn•rr pnr pdo P4 em tant eatr me ties b.0 sEW09J w. tmtno• ul...lbat•.m,..rn a45t a Wne3494 fat place, fL Ja946 rypilluv^Hllllledsmut IrbtgLldeldOLIJ. tepd ndllnlwteed.iu•rlwsitpdMtl•itp.tW.risopdttwhe 1•Ilow lntut 10a11.bebslr.E. Joo I rusS I MSS Type Uty Ply RYAN HOMES / LARGO A0090971 XR5LGIAE9 HJ3A Diagonal Hip Girder 1 1 Job Reference (optional) rcaw , russ.a, run r,arc , M 54ia6, dazgn@a 1 au33.com rwn: 5.120 3 Aug 16 2017 Pnn4' 6.120 a Aug 16 2017 MrTak Indu3tne3, Inc Men Oct 2 12:51:29 2017 Page 1 ID:hA3xRN7kH8GY sOsevncy2zOBnp-3nDzJFIHCwokVA6J4S3aOhnlm_gE158DzbmhElyXSvi 1-5-0 l 4-2-3 I-5-0 4-2.3 20 = 4-2-3 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 0.22 Vert(LL) 0.01 4-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(TL) 0.03 4-7 999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(fL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Wind(LL) 0.03 4-7 999 240 Weight: 15 Ito FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Struclurat wood sheathing directly applied or 4-2.3 oc purtins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 100/Mechanical 2 = 269/0-10-15 (min.0-1-8) 4 = 52/Mechanical Max Horz 2 = 102(LC 19) Max Uplift 3 = 96(LC 4) 2 = 231(LC 4) 4 = 51(LC 5) Max Grav 3 = 100(LC 1) 2 = 269(LC 1) 4 = 72(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10: Vult=150mph (3-second gust) Vasd=116mph: TCDL=5.Opsf, BCDL=5.Opsf, h=15ft: Cal. II; Exp C; Pan. End., GCpi=0.55; 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 96 Ito uplift at joint 3, 231 Ito uplift at joint 2 and 51 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to suppon concentrated load(s) 50 Ib down and d Ib up at 14-9, and 50 Ib down and 8 Ib up at 14-9 on bottom chord The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=-7(F=-3, B=-3) j r.ol iimrr.prow.m•uicaitaSBruutredlnau6im onataw,tirmwan.9wlranayrupa.mr r.m.rrrm.au anr t rmmr,it.wartlewsrawn.u.m„a..wmar.mttr.au ot.a.. rw, nr..rmm n1.. au a, hWftPh ••F..*M hP••4 r w. m w,m..Man'qmM frm.t*. •.q. t . aq. o, iol ry rani, M.urmarr4i,.rl,ram u0w1 I ra4s,4uY.r Olhlhm„YN/M4m0.r.m4.nh.mnr parmM/Yp dy,...m,av,.ma vNrt,hm wrgarrmt.i...Nerinrmw.u mlma,tl.AyiwS ap.am. r.q mrMmue.wina Anthony i, 8ltl, P'E. 0083 rhY1gA.}.dtr.m ar.uw.m alrmNm rrtl,.fml.eefr„wf/a!rbe..lxY l,Wr.IkrW1.1,Arlwrpr.. plm P.I h.w bn.r aC.r.n,.m k,u k...rm,r„plq..r M14.h.,.,rm BLude r.wrml..i..e•rw+.+•h•uw,..,a rotas,r.?IAn.narwl.6ga.ro,,.rn,f.mspm.wy umru.an.,.rlr.ra 4151 St. Lucie Blvd. Fat Pierce, R. 34946 pPithiC t111Alled Unul•I.SuI I.Iu1.OLrL lepe4mn Janl..ma,i.Mluailyd,mrq nam ae.mupymlda 6enl•Ilmllulwl 4a1.71.1.ebla lJ. job truss truss Type UtY Ply RYAN HOMES/LARGO A1x190972 XR5LGIAE9 HJ6E OlagonalHIP Glyda 2 1 Job Reference (optional) n, Raw ,russea, run mace, rL 34946. design®aiuuss.cdm itun: 6.720 a Aug 10 2017 Print: 6 120 a Aug 16 2017 MTek Industries, Inc. Masi Oct 2 12:51:29 2017 Pella 1 ID: 11A3xRN?&GY_sOsevncy2zOBnp 3n07Jf1HCwokVA6J4S3aOhn8U__Yd15BDzbmhElyXSvi 1. 5-0 4-5.9 7-8-9 -i 1.5-0 4-5.9 3-3-0 0dad Lend 000. • 114 in 3 2. 12 12 10 I la it 2 I T' 1 al 11 4 1. 4 = 0. 7-14 7.4-12 LOADING ( psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.32 4-9 290 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(TL) 0.39 4-9 236 180 BCLL 0.0 ' Rep Stress Incr NO WB 000 HOrz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 25 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purllns. 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 = 193/Mechanical 4 = 104/Mechanical 2 = 426/0-4-15 (min.0-1-8) Max Herz 2 = 83(LC 4) Max Uplift 3 = 130(LC 4) 4 = 93(LC 4) 2 = 341(LC 4) Max Grav 3 = 193(LC 1) 4 = 137(LC 3) 2 = 426(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; End., 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 130 lb uplift at joint 3, 93 lb uplift at joint 4 and 341 lb uplift at joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(S) 45 lb down and 54 Ib up at 4-10-15, and 45 lb down and 54 lb up at 4.10-15 on top chord, 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 CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 10=-8(F=-4, 8=-4)11=-18(e) I•• yrleu!•Rr num'u matte!eryWr Hdlutthltl!amun!ato nrtrual uaulr. t.SYu'r.slrml•m.rihmtiaPk..tlhtlry arrmYa t td-liftwne. tamaawamrem!u.rt ei0• s ra 0 ew•mmrMMnr ltlWMy( .•I..1tKAll ilra IAtOa 1.C 11m/IYI•rl..eglly.lOY!hmay ll r'11:MIh/tal•bllM,el•tM. !YOI Iuat1.t41•tgL /Ytllt AnMony T. Tombo ill, P.E. r•u/MIm•m el MltkmnyenYl/mr•r.mAw'•rMlrOs•mWg1n*e.Y40 0 maCm afry4d MYg11rd11 MOIM /mfira!LY•u/Yhnt •ahfir tr4 Yt.IedMmn0nW0 J1i008j rert.aFrn•.aaaur•mRirmeser •Im eYeMYI(aw.iMlOrwal4110wdrtgrllUa Anare,prepdrn IMlmmm..rr rlw4mY•uhup.!m•Ie 4p•Nha•41o.•.Ir 4451 S!. Lucie SM. M••m rm1Y•1 o Mw•+•yY/w.iaAd mlmrlw}h00wYt0ImM 1L44igs.•!m i1m!•I Wq d,plw Ye R01M•A1 Fort Plerce, FL 34946 l• ypirl Q All A l lcd Lawn • 1rbq L I W. sL r f. 4pclMa d o66nr4 is in lnaa ph,kll n0a10nnaa peinita heaA•l tctl h•11c1 • Aetcq 1. loch 1411. Job Yruss I ruse I ype RYAN HOMES / LARGO xR5LG1AE9 HJ7 Olagonal Hip Girder 5 1 A009097J 1 Rm I LG.G w .....I1......... Job Reference tional u•••n •••++••+•••• rwn. o. rGv s net ro [V 17 rnnL' O.1LY a la 2U17 Mf rex InOUSinfri, Inc. Man Oct 2 12:51:30 2017 Page 1IO:hA3xRN7kH Y_sOsevng9- 10-1 LWblvzDwa7KhVdAapzuKOENwi1TYNCFVEnkyXSvh 1-5-0 4-11-0 9-10-1 1-50 4-11-0 4-11-0 40 11 1 5.4 11 a 3.4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in lac) Ildeft Ud PLATES GRIPTCLL20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.04 7-8 999 360 MT20 244/190TCDL10.0 Lumber DOL 1.25 BC 0.55 Vert(TL) 0.13 7-8 893 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.38 Horz(TL) 0.01 5 n/a n/a BCOL 10.0 Code FBC2014/TPI2007 I Matrix -MS Wind(LL) 0.03 7-8 999 240 Weight: 44 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No 3 SLIDER Left 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-11-1 oc bracing REACTIONS. (lb/size) 5 = 155/Mechanical 2 = 468/04-9 (min. 0-1-8) 6 = 323/Mechanical Max Horz 2 = 169(LC 4) Max Uplift 5 = 113(LC 4) 2 = 261(LC 4) 6 = 106(LC 8) Max Grav 5 = 155(LC 1) 2 = 468(LC 1) 6 = 323(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-281/118, 3-13=-755/259, 4-13=-699/260 BOT CHORD 2-15=-351/697, 15-16=-351/697, 8-16=-351/697, 8-17=-351/697, 7-17=-351/697 WEBS 4-8=0/255,4-7=-749/377 NOTES- 1)Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf: h=25ft; Cat. II: Exp C: End., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at joint 5, 261 lb uplift at joint 2 and 106 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 78 lb down and 95 lb up at 1-4-9, 78 lb down and 95 lb up at 1-4-9. 40 lb down and 54 lb up at 4-2-8. 40 lb down and 54 lb up at 4-2-8, and 71 lb down and 106 lb up at 7.0-7, and 71 lb down and 106 lb up at 7-0-7 on top chord, and 10 lb down and 9 lb up at 1-4.9, 10 Ib down and 9 lb up at 1.4-9. 13 lb down at 4-2-8. 13 Ib down at 4-2-8, and 33 lb down at 7-0-7, and 33 lb down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 6-9=-20 Concentrated Loads (Ib) Vert: 3=63(F=31, 8=31) 14=-85(F=-42, B=-42) 16=-4(F=-2, B=-2) 17=-54(F=-27, B=-27) r.naur a'rm,.mti mnraallEufriaammrtrrmwcnauar;a Ir,tm:nxeCw mye.r.,rmrm atrm.ntr...r^1rrmf.rrtora tumnneara..u.rmlmwuml rrM.arrWeoremr.rrmM.rr/il laelnuhu lgrl..iry lgw!ru.nwlMrmwenlugrn/mI/a..n aey nr bletrm.up/1 W/.UnrYpM rI01r., r.fM MYu m 1n4h r Oat v.lWr Anthony. Tombo ill, PE. ra4MGar yYWremnr oln/me.r..r?.m.am&. 011.mvvi:IrAP M.'MW I-u rm7. lY qFN/r 71r S Yra /r Gnir bV{a*.ferrrarWYrnr WN/ T J80083rwrtragsrlmeu.air.r.r rmrrml Irrer,mi.rrrwr..w.area,.:rtsr, r/gmrwl..rn.Nurprer.fs. nN eenrm erarraea/mrurwr.rm/r.!ywrua.rnram..rn 4451 S:. Lucie &W. er.mrMrele eagr e.:eq l.nrus 8 l Wlnu hrpfgranWi•IrMMula•.. rm.S•n Sipa /!Wq flgelaeam.ra6M.141 Fat Plface, FL 3494Ekqp;rMOlots LIGdlravrlMegLleel4eLrE tepdmmelenl raen,ieeglunnpolkfNaWaits.raeapmrxohen4-114dImw-AaleryLle Idll,r.l. Job Truss I russ Type Qty Ply RYAN HOMES / LARGO A0090971 XR5LG1AE9 J2A Jack -Open 9 t Job Reference o tional w ..iawa. w, rwo . rL... o, a sry„tfya n Run: 8120 a Aug 18 2017 Print: 8.120 a Aug 78 2017 MTak Industries, Inc. Mon Oct 2 12:51:31 2017 Page 1 ID:hA3xRN7kH8GY SOsevncy2zOBnp-?ALjkx2XkX2RkUGiBt52W6tg4nOam?gWOvFnJAyXSvg Q9 2-6-0 11 2-6-0 2" = 2.6 0 LOAOING(psf) SPACING- 2-0-0 CSI. OEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 7 999 360 MT20 244/190 TCDL 10.0 Lumber OOL 1.25 8C 0.06 Ven(TL) 0.00 4-7 999 240 SCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCOL 100 Code FBC2014/TPI2007 Matrix -MP Wind(LL) 0.00 7 999 240 Weight: 10 lb FT = 0% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP N0.2 BRACING- TOPCHORD Structural wood sheathing directly applied or 2-6-0 oc purlms. 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 = 56/Mechanical 2 = 170/0-8-0 (min. 0-1-8) 4 = 29/Mechanical Max Horz 2 = 65(LC 12) Max Uplift 3 = 39(LC 12) 2 = 71(LC 8) Max Grav 3 = 56(LC 1) 2 = 170(LC 1) 4 = 42(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph: TCDL=5.Opsf; BCDL=5.Opsf-. h=25ft; Cat. II; Exp C: End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-" to 2-0-0. Interior(1) 2-0-0 to 2-5-4 zone; cantilever left and right exposed: end vertical left exposed:C-C for members and forces 8 MWFRS for reactions shown; Lumber OOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 3 and 71 lb uplift at joint 2. LOAD CASE(S) Standard Murget m,. r'N 0.Y1Ila$tinlfl-,BIIaI nun 1 u11Wan4AlY(O'll) UOlrtairdr \ tr!1 Yak o.in r.r,m en M, MYpbnlliWir r smy l i.a't 1lmGmt4n.. itwmw=W.r ia. w, acting w,r»,rtrrra w r uswrw(r/»14 1rw.tM,mw,.namraor.gny.ur trr.y ruy,iw,pat rnlw..urM m ura,wt. rauau,,.amM Anthony T. Tombo II(, P.Er.4MG,ryaykm,y.u.lglr0...rA.s,IW.4.rk4lgkgab4 Alb/lralrr4d/IWq.krnN.hq,nM4rlprgLYw/rL er+grya*..NwrY.oyuftrrnpOM4I 180083rwgtr,p.rt...a u.mow.rmrrxomrr c.,mwr tow.srwarmtt(vMurhn rvu..,r..tr n. nu ronrn,,.uenrru,Atra.a,u.tm,t,y.p..ruc,a.m.r wn 4451 St. Lurie Blvd. rr.mttwk.(e.ea Wa. Mytgwhlllrrlla trvry,.im,Slmt,1 MYq Oyetu trrnntM iRliYtb/n1aaAN t4lm, faft PllfCl. FL 34946 bnulk 0 1011 A I led lenses • leeeq 1. bete nL 11. lepdries dtlis leaeea, to eq lug ee "Woope0ilitdmt4"Woo p.,tiu ben A•1 td lungs • 44M 1.Ie bat P.I. Job truss Truss I ype Uty Illy RYAN HOMES I LARGO A0090975 xR5LG1AE9 J3A Jack -Open 3 1 Job Reference (optional) Ram i rasxs, rod riereoe. FL 34946. design@a i truss com Kun• a 120 it Au 16 2e17 Pnnt: 0.120 !Auugg 18 2(117 MTek Industries, Inc. Mon Otx 2 12:51.32 2017 Peflqa 1I0:hA3xRN7kH8GY_sasevnay2zOBnp-UMu5xH39VrAIMerulbcH2JPg98hWVRwgfZ Lrdy;vw 1.0 0 3-0-0 3-0-0 2.4 _ 5:5Z LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Ven(LL) 0.01 4-7 999 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.14 Vert(TL) 0.01 4-7 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 11 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Stricturat wood sheathing directly applied or 3-0-0 oc pur ins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection• in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 71/Mechanical 2 = 188/0-8-0 (min. 0-1-8) 4 = 37/Mechanical Max Horz 2 = 67(LC 12) Max Uplift 3 = 43(LC 12) 2 = 103(LC 8) 4 = 31(LC 9) Max Grav, 3 = 71(LC 1) 2 = 188(LC 1) 4 = 52(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10: Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf: BCDL=S.Opsf; h=15ft; Cat. II: Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0.0 to 2-0-0, Interior(1) 2-0-0 to 2-11-4 zone; cantilever left and right exposed : end vertical left exposed; porch left exposed;C-C for members and forces 3 MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 3, 103 lb uplift at joint 2 and 31 lb uplift at joint 4. LOAD CASE(S) Standard enq •ttnu4wP} n.y. a'u lYi'1@A iitllr Qela 11Utf I IO COCn(6(7M'C'fl (0 11lFXNi'tr. ta5 Yn' am. d .a M htlP M pl. N e leq 1 t..l'2 IA 14a16n.0 dn we lu aM.4.lt4d1 oraa..nnw..w.rct rrr.u.aaavb l.4 Iq iyur•rulmuw.w.rmraarq.qnq.wntru.u.r,y ln panar llr,.rna.h«•n.p e4+,nuren MthcnyT.TomboIII,PE. a.ue.tmrs,aognm.w.a.N ao...r1.....e.crymrsw(.u...daueaa mwrmaerryyarrinl.aaraeerlo.t.,wn.ertn.wgrasae..ma.rwwapoarant.aw e 980083reulnq.r!Qa+ Uruuw.ell.lmpomaPWelal.egto.afM6.w;tlNPYWNII1da1.r Y.rhrp/Pao Pulae oP.eoerlw oY.uOuP..tmrlu fgwM6ars a7..,0 44515t. Lucie Blvd. Y.nr a601Mr4.ogMe.s«y1.Kniarha Ih lmilnPhPmn101.4agAuPr.•tmif!Y.lgw l.t Mlq Uq.lueMrr neL1.A1 Fort plate, R. 349dti I elPilll C 11116 Id led h•wt • leleel I lede al! E. 4pelema d an letwet, u eglus is PAiiitd aaw 0e msu lneestiu tree Id ted hmee • Aeneq 1. fide ls, F.I. JOb fuss I ruse I ype oty ply RYAN HOMES r LARGO fig A0090978 XR5LGIAE9 1j6E Jack -Open 1 I Job Reference (optional) Al Roof Trusses. Fan Pierce. FL 34946. design®altnns.cmn Run' 8 120 s Aug 16 2017 Print: 8.120 s Aug 16 2017 Wak Industnes. Inc. Mon Oct 2 12:51:33 2017 Page 1 ID:hA3xRN7kH GY sOsevncy2zO8np-yYSU9d4nG8J9 aQ4J17WbXyvWbxOEuApu0kuN3yXSve 1 0 0 5-" I 1-00 I 5.6-0 i 3 4 = 0-3.4' 5-2-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Ven(LL) 0.16 4-7 416 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 V@r(TL) -0.11 4-7 570 240 BCLL 0.0 ' Rep Stress Incr YES WB 0 00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014lfP12007 Matrix -MP Weight: 18 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. MI eTeTkrecommendsthatStabilizersandrequired cross bracing be installed during truss erection, in accordance with Stabilizer Installation Quide. REACTIONS. (lb/size) 3 = 139/Mechanical 4 = 73/Mechanical 2 = 283/0-3.8 (min. 0-1-8) Max Horz 2 = 75(LC 8) Max Uplift 3 = 87(LC 8) 4 = 60(LC 8) 2 = 196(LC 8) Max Grav 3 = 139(LC 1) 4 = 98(LC 3) 2 = 283(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph: TCDL=5.Opsf: BCDL=S.Opsf; h=15ft; Cat. II; Exp C; Enol., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-0-0 to 2-0.0, Intedor(1) 2-0-0 to 5-5-4 zone; cantilever left and right exposed ; end vertical left exposed: porch left exposed;C-C for members and forces 3 MWFRS for reactions shown; Lumber OOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 3, 60 lb uplift at joint 4 and 196 lb uplift at joint 2. LOAD CASE(S) Standard rtnvii •Iar a.tart nun. W41 tlla IIEZrAIIPi Odltl11114 Im1I 'wu/t't umtWo wo m. lrn mwu mme-IN.01 suers wnlrn"116041olm UIWlwpt srlt. ftrtetttptryruaa nitu+test.a}rtarrrnrr./..nu.wwrr.y wuytt+n raNna•ror.,.r nw. roauraept.irrlueat tarA gntheny T. Tombo III, PEtat.0 dOttdlrgtNl nruy.bY!4re...rP.sl.IWalgs.rrrg7ty..nrtoa4raLsmd t a lNrldldtM. aorN r 7ldgw.u r tin, aAly rot u q. wrewrYtaymramPowi 280083 w tertrc dtdtmt u.rnr.rrodrpmldpteurrl l.Ip..wr.ar Iv tieagAdtutnarRNrpn Mn na ter r nudYatd rn 2r lnu lup.lmt lu}t.pdd 1—aom..,rnt 4451 St. Lude Blvd. Rs•M M.tk.ttat dld..+rtFenttt eN at Mtltu}rp.n101r Wyrpm.. tmtllee!t}I.II.I rY t1uN11htlbinn/rN. Pit Fort Plate,fL 74946 4pti1L01111 dredbnut•IAIgI.Imlt011.f. tepeMnadebrwa4au11asitpJlMnddO..ridopdxiuhtal•Itwibnut (N.ryl.leeMl0.11. job rus5 truss ype Uty ply RYAN HOMES / lARG0 XR5LG1AE9 Ji7 Jack -Open 15 1 ADQ90977 Job Reference (optional) w ,.aaaw, w. r,enw, r .e+aw, a agn a,wsa can nun: e.J2U a Au ltl 2017 wnnt• 9.12(1 a Aug 16 2017 MiTek Induftnal, InC Mon Del 2 12:51.34 2017 Pagel ID:hA3xRN7 HBGY sQsevnty2zOBnp-OIOsMy5P1SRObx7Hs7el7kV7z7EwzLQz7tTSv4VyXSvd 1-0-0 7.0-0 1.0-0 7.0.0 Dead Load Dail 3116 in P 34 It LOADING(pso SPACING- 2-0-0 CSI. I DEFL. in loc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Ven(LL) 0.10 5-8 818 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Ven(TL) 0.31 5.8 272 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) I 0.06 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Wind(LL) 0 20 5-8 414 240 Weight: 26 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 SLIDER Left 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 10-0-0 oc bracing. REACTIONS. (lb/size) 4 = 183/Mechanical 2 = 342/0-3-8 (min.0-1-8) 5 = 90/Mechanicat 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=-485/26 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 Extedor(2) -1-0-0 to 2-0-0. Interior(1) 2-0-0 to 6-11-4 zone; cantilever left and right exposed: end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 133 lb uplift at joint 4 and 92 lb uplift at joint 2. LOAD CASE(S) Standard e.t.1tw4..1.,11.,.ruMIUitalilklre"biTIN tul11111M 1011Rl•;d0odmarintalir1.PW=mnr e.r1h IaePe. allyA"t.r.renfa..lslaw...aw..wwar.alrIn uao., nrrn,Ida.,.srnl,YMenukph*,.t1.fPcahpwryrue gd,oluw aqf,ldulPam.t1g11 I,MUMI.h,se.p 4141p1.%t"istAMob, r.IMrWM*tup e yud*Lwo" Antbcn TTomboIU,PE. Zt al.u mtalr.taee nnnnl..w.a1o...r o.ert n,ealyu.elarquuPu.rlawAancarlraew,r otilrlM.ayPldarm.e w.u r I,n.awyrMap.ura.rkdyauwru,I.maa Y M Ry Mi). 1!Mla 41.11I/M itei d 1POal IP Mi41/a1111 Uy1/ih!YY.MIIIi4,P1YW MITI 11111 P111kMtlMI,,a P4.1 fM16>I bItl 4Lt1/IhW,llb Na hYPM. i11{I M,P4rY1,M1,4t 4Op...r111 =fB] e„•nl / dolhllloeeglM x•7q 1, el —ftti almr lnPfery„h101r 6 •loaf 1d 4451 St. Lude Blvd. Ww qa'. t k/•4 Iwq eOaNeu em tlnlMYIM mlgtl 0 11116 I red 111m • ArAtn l.lealeUL r.L fepNwiea den lanne4 is arhraa pJbdd.i oot .deu padssiu his l•I t.l llnus . k0a, .IeoMBl, f1. Fort Pierm, R. 34946 Job rus5 Truss I ype Qty Ply RYAN HOMES / LARGO n0dgos7e XRSLGIAE9 M7G Jack -Closed Girder 1I 1 Job Reference (optional) Run' 6.120 a Aug 15 2017 Print: 6 120 a Aug 16 2017 MiTek Industries. Inc. Mon Oct 2 12:51:34 2017 Page 1 ID hA3xRN7kH8GY sOsevncy2zOBnp-OIOsMy5P1SRObx?Hs?el7kVA19BKzBOz7tTSwVyXSvd 3-6-0 7-" 3-6-0 3.6-0 1.5.4 II auaea 3[6 II Judea 4.4 = 6 6 = JUS26 360 7-0.0 Plate Offsets (X,Y)- 1:0-0-0,0-2-14),(2:0-1-8,0-1-81,(4:0-1-12,0-2-0I 5:0-4-8.0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0 03 4-5 999 360 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.95 Vert(TL) 0.07 4-5 999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.64 Horz(TL) 0.02 4 n/a n/a SCOL 10.0 Code FBC2014/TPI2007 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 3,11.9 oc puriins. except end verticals. BOT CHORD Rigid ceiling directly applied or 8-9-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1 = 1480/0-3-8 (min 0-1-12) 4 = 1564/Mechanical Max Herz 1 = 138(LC 8) Max Uplift 1 = 422(LC 8) 4 = 523(LC 8) Max Grav 1 = 1480(LC 1) 4 = 1564(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2109/592 BOT CHORD 1-9=-643/1912, 5-9=-643/1912, 5-10=-643/1912,4-10=-643/1912 WEBS 2-5=427/1579, 24=-2152f724 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph, TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; End., GCpi=018; MWFRS (envelope): cantilever left and right exposed; end vertical left exposed; Lumber OOL=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 8t 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 422 lb uplift at joint 1 and 523 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 1-6-12 from the left end to 5-6.12 to connect truss(es) B02 (1 ply 2x4 SP), B04 (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=-60, 4-6=-20 Concentrated Loads (lb) Vert: 5=-832(F)9=-832(F) 10=-832(F) tiq •raw ray/, rim. M'11IxQ Itl11a;16Urj da14 rim 4 Q0M1%MItrtKF'. auMliVAilt 4a Ma Yu* Marna r,r an a a, LmGup ha.y;IN7rr iar I Iglrl 4%,u 1Y41ay1 a l6ualn.wtolar IY.M W a rnn;a iar ddb M• r IAa M,r 1i a Ua, M Wan i'r.lap.ail b u/a.a! IMar,w • f.,u 4r'iawM a1rA,Nwrtfa bras' 4 /. W Laa bW ar Illat.ntn IM, Asa' awgauayaaawt a,alli I r.a/hainukaar.MrynY alaia 1/r0ar.0i0.ri wR ngrnrMyl,aps.-1Mnvm/rla.4fr11ualwnrarlllihay.//mi0lraaaY.r/YhwaFyrry m*..or.art..t rrrmraetne A^thonyT.Tatllbolll,P.E. Saminkr*nrtru Lora MMnm to rr roar raralr Wry 4al"SO"!M 11,11114nua, IN r atlr,fa ht PWod . IM iAre uyrwW rMatb Yw hvpn.hal la'Wwrha ta6 nt,rau ; 80083 ar.MllLlbarllagr,ra-.,nMbCMnaah,l 161•aa M IarwaAGlr4r:glara,•Lali,aa lnpn4r Mod Lo,Yr1tllMraral ari 44SI St. Lucle Blvd. fat Pierce, FL 34946 gpgMLtlt{A•ItW luiul•4t4q Ll4alr 0, L[. tepdrmatdoilbnrloaq Ma.kpt4lse4.alae at plan larlao ha A•I tad lnftet•AteryLlezM W, U. job I russ I fuss I ype QtY. Ply RYAN HOMES / LARGO xRSLG1AE9 VM3 VaRay 1 1 A0090979 Job Reference (optional) L a.a+a, da unwa.auss wm nun: n.izu s Aug16zg17 vent: a.lzo s Aug to zo17 MTek Industnes. Inc. Men Oct 2 12:51.35 2017 Page 1 IO hA3xRN kHBGY_sOsevncy2zO np•uxeEal52om2tOSaTOj9_gylMnOlciog6LXD?SxyXSvc t 3-0-0 3- M i 2. a G LOADING ( psf) SPACING- 2-0-0 CSI. OEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber OOL 1.25 BC 0.05 Vert(TL) n/a n/a 999 BCLL 00 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a SCOL 10.0 Code FBC2014/TP12007 Matrix-P i 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-" 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) 1 = 90/2-11.6 (min. 0-1-8) 2 = 6712-11-6 (min.0-1-8) 3 = 22/2-11-6 (min. 0-1-8) Max Horz 1 = 46(LC 12) Max Uplift 1 = 22(LC 12) 2 = 53(LC 12) Max Grav 1 = 90(LC 1) 2 = 67(LC 1) 3 = 45(LC 3) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph: TCOL=S.Opsf: BCOL=S.Opsf: h=25ft; Cal. II, Exp C; End.. GCpi=0.18: MWFRS (envelope) and C-C Extenor(2) zone: cantilever left and right exposed : end vertical left exposed:C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSIIrPI 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 withslandirig 22 lb uplift at joint 1 and 53 lb uplift at joint 2. LOAD CASE(S) Standard pia. r1...A.r'tiU01Ini1911aa1'litnaiM t(It10rnIN7a(7m1': itOl;nlKOrka r.4Arr.k rtrus rnoa..rru,un Opprq l twua... t u..a.a waa..m"dories aMu.w pnmM krts.i..r u.uw k,t..P..y,ayk*,.tr.w..im.TN.o.a.rraurapu.y.wskrr*ar wgau,trow rrr rou, a nwp.r g awn oars Anthony T. Tombo III. P.E. r.u/atk.uk..b".rm..N ar 0—A&W,w.Mqr.riaYnfnp..bsmziatascrriezwya.rr'ii M.r.•zlrlllrgkr.u0rp.0 .mgi.a a.F.ule. r.q urwrmryrin0 r tw-iW*. rr u art a...riMrr 90003 i.omrlrku/rMglnrktq.ix(1r11Wtlbmrlxtu Aa kp.n/(wYt. inrr.4.ry WY.r1 a/rY.utnp..4n.Inmywrkur.ro..,.:m a..e.ern. t sagr.i..,a kaie.wi ut•.nhur fq.n Wlri.r Ap.,.4n.fr.o 4 war Wq uyaio Oman waaN 4451 St. Lucie Blvd. r (e IeLtllll• IIMImui• 1.lu1.bWm,/.L4 MtU.Nalfut at Place. FL 34946 MI 1 P. aea,afgMs.kpanl0N.alMa.emularttuOsp4llMlltauk•1.6w1LtesMm,r.L F Job I rus3 I rus9 I ype RYAN HOMES / LARGO A0090980 XRSLGIAE9 VMS Va1ey jUtyI 1HY 1 Job Reference (optional) Ai Row trusses, Fort Pierce, FL 34845. des.gntgaltruss corn Run: 8.120 a Aug 18 2017 Print: 8.120 a Aug 16 2017 MTek Irlaustnes. Inc Mon Oct 2 12:51:35 2017 Pe gge 1 ID:hA3xRN7kH8GY_sOsevncy2z0 np-uxaEal52omZtOSaTOj9_gylMgOlaiog6LXDTSxyXsvc 5-" 5,4,0 —i 1 1, 2.4 i 1.5.4 11 LOAOING(psf) SPACING- 2-0-0 CSI. OEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a n/a 999 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight: 16 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. 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. All bearings 4-11-6. lb) - Max Hoe 1= 86(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 3 except 5=-104(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1.3.5.4 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-183/276 NOTES- 1) Wind: ASCE 7-10: Vult=150mph (3-second gust) Vasd=116mph: TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. It: Exp C: End., GCpi=0.18: MWFRS (envelope) and C-C Extedor(2) 0-9-1 to 3-6-0, Interior(1) 3-6-0 to 5-0-0 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 3 considers parallel to grain value using ANSI/fPI 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) 1, 3 except (jt=lb) 5=104. LOAD CASE(S) Standard y.harnp,,.w.b't11K111f.MIYt1trIQIFIu Itn I*.'UMt111In rMr.QtCAWlr6a 1.aru'imo....et.... to rat1tiisk.q(IM1.Jb ts. I IM•rt Wmkr.lw.m Yusruu.er bWON W......c.Iar.Oer M.4ls.r.b u.ra.rurepup. Ud1 .1b.AM Il1.Trim.cy.v.l6 b.Mlr.r.fq.ry..dgb r.r.4 u./.4m I.m1.blM.tr .rr 111 Ar4aWmttt6l...e.farrl Anthony T. 80083 III, P.E. pfaw u...m m a.atrarr.wear.rmllr.,smrgwa.rl a..t y u..mr.rrgwrrmr.wnd BOOBYb9r616:*...I.*.m O....aM.41M.1b/Ot1mor.0...61rg1.60"1M!Ik.1SKI 4.iesllY p./P.rf. ell rrpY..y.MWtWool Oft It. k000j .6.01*Oka. aMfv., u 0u00.ba... MW.M4 N& Wet. S4l5le &d. ef...bll..krMtrr+.eghOM..rwM hM.M.rf...t/Ib6gM.l.•.1m.Sr.u4....•Ng ypilh L Mil1.14d lmtn • A.a.y I.I.W 11, /.[. 4PNaw. qen l.nnetl. is al too. a pWkond -dw ib mien lnrluatru A•1 low Innist • A10Nl 1. let:M 14I.L Fart 1t. Pierce, FL JANUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772409-1010 TYPICAL HIP / KING JACK CONNECTION I STDTLOI CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. Attach King Jack w/ (3) 16d Toe Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC Attach End Jack's Attach Corner Jack's w/ (4) 16d Toe Nails @ TC Q w/ (2) 16d Toe Nails @ TC & 3) 16d Toe Nails @ BC 2 BC (Typ) 0 t` ach Corner Jack's 2) 16d Toe Nails TC & BC (Typ) w.l•,,,••e•w:.r'anal!mtaf+u:tnkvulamlmu anna:.v!m,+wcucnMr. hMk•/'w11.1rN IM.rli.l.iN,(rMi 1llwil!IMR•VHw.fM lAlld..MTr.wpIMM i.itr adln u•Mrr>y\wi 11.Irn y hp.pl.lwsr(.p.:r MfrwlA g1Y.1•1/..r/1L/Ir.,ry YIiR rwl/M.q.:m.rr r'I{..M lnl :r*n.an Mgiwrw urn Anti" T. Tombo ((I. P.E. I r.u!IIr1Arl.rtn!ter,Ices rCa.ir•Iwq.rf•Irlpy. di.~.re:rQrrrd r MMPl 0y1 .ar rtq d 1n1 u./n _ 8 Trra.IMgrrtrw."nww.r rrrmnryw/rwr,twave.srm,[Igph.n wrfe+wnt.wra P.f+ at+e rruwm.r.r w rt.a+w.tSwM.'4pwrrtairm.a..m w.Y. /nrhlfra qM *1. •141",Fm .IN1 fk bvu1wp(*w4.il r*"kt, 4mpiw!R.w/HM.q Ut.w.t".IM1I!•I. P.1 Fort er . FL Blvd. for( Pierce. fl 3+946 gpyM 91{I{ { I lwl ltww •+ t. t.{.Il f.l. 4PM.aua4ftb+lr...0 at I.. n,r.Llr+.rtr 0•.ta",auw iu+ 14d Irw>ri • {u{w, 1. t.{. eLf.L FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL 1 STDTL03 A-1 ROOF TRUSSES 4151 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 F-3'MAX. OIAG. BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE BLDG. DESIGNER OR THE PROJECT ENGINEER/ARCHITECT TO DESIGN THE CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS. HORIZONTAL BRACE SEE SECTION A -A) TRUSSSES e 24' O.C. 2X6 DIAGONAL BRACE SPACED 48' D.C. ATTACHED TO VERTICAL WITH 4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d COMMONS. NAIL DIAGONAL BRACE TO PURLIN WITH TWO I6d NAILS. 2X4 PURLIN FASTENED TO FOUR TRUSSES WITH (2) - 16d NAILS EACH. FASTEN PURLIN TO BLOCKING V/ (2) - 16d NAILS (MIN.). PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE BRACE AND THE TWO TRUSSES ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH ENO. ATTACH DIAGONAL BRACE TO BLOCKING WITH 5) - 10d COMMON WIRE NAILS. ENO WALL 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 WINO SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (131' X 3') NAILS SPACED 6' O C. FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d 131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM). STRUCTURAL GABLE TRUSS MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI BRACING METHODS SHOWN ON PAGE 1 ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. NOTE: THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED / STUDS. TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. STANDARD GABLE / TRUSS UKAL TRUSS iTUO AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN 1N THIS DETAIL IS FOR VERTICAL/STUDS ONLY. DULY 17, 2017 I STANDARD PIGGYBACK TRUSS I STDTL04 r- A-1 ROOF TRUSSES 4451 ST LUCIE BLVD. FORT PIERCE. FL 34946 772.409.1010 THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: ASCE 7.98, ASCE 7-02. ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN DRAWING FOR UPLIFTS. NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24- O.C. OR LESS. PIGGYBACK TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL PIGGYBACK 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.0 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. nq •Mrr hnn. r'H q'd Illldf ryldt1pglu go$ t RgIIMRR t'tL'fl)407417PGf r. e„e, MMtssfer s.w wa Yr.t t7ts.ylNr r rri I f_ • 1I b w.uwwtaet Mne.i arer O tY,t/I 6n.o,a,pr nirurrglrral r. wtliyl.. i. b+ofo.erutr.n tll,.w..:nr./rr/nw.eapr nvwNrrry/rupumlf erYOr r IM. Sr y maF. //ynMbnrrM f ra/tiinnbrWq/ran,rur/YWR.iCwi11 1,2 IgArbMMe110p.r/1//rPrQZtlbfJWrI11YrIhIiwN/rUrM.s.Y/r4w aprey u.arrrrgrrmmt.rq/ An Wi. 80083 11,0.E bOiY 1111ArterV Uw1YUrrIMr/11Qnr/AMf rYMtbe/tAl Or/ir tV'IrtleehllrYJ 11•mglr pY/tip ICI t/rer T}INrnr191/\IYO r O M RC(Qr/rY.It4irr.r6i ems, er.m enM.ta 7M p/rr 4/utdrl 4rn hv Igrraellrfep0 yr.r Iw t.m fgrr /r.wq Ytode+r rrr 1Rt at 51. , FL Blvd. gpilLOrilfAl4dlmw•Aelegl4/1/O,fl.ier/hmrdQnlrnea.i/wtheahMeWiet•ebadfriZWAtfahVahrAlbdh„vt Am6wjLIee7N0.fL fdr[1>(Cree,R 3/946 JULY 17, 2017 TRUSSED VALLEY SET DETAIL - SHEATHED STDTL05 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772.409.1010 VALLEY TRUSS TYPICAL) SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6' O.C. DETAIL A GABLE ENO, COMMON TRUSS, OR GIRDER TRUSS GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3' X 0.131' = 10d 2. WOOD SCREW = 4.5' WS45 USP OR EOUIVALENT. 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 NOS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C. BASE TRUSSES X rimu I.UMMUN iS, OR GIRDER TRUSS TRUSS CRITERIA: WINO 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 6112 CATERGORY II BUILDING EXPOSURE C WINO DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF ATTACH 2X4 CONTINUOUS #2 MAX SPACING - 24' O.C. (BASE AND VALLEY) SYP TO THE ROOF W/ TWO USP MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. WS45 (1/4' X 4.5-) WOOD SCREWS INTO EACH BASE TRUSS. 7.r1.Mu ywpAim.a',J 11d 11NH1:WP1i[1N11NM1tf0lftR.5ff541vttlR uuOr,(>N(11'!. 4n rr}lmis,r rrn.mimhy4.;Or,ra Uft,I 4o tr 11 lr n &a mw M uM.mtlr.mlM..h Wn.oMnur.nwcarp..r,,.be,twpt e.1..4.e,t..lb«r..tglermn.u./blw..+..wrrRrbwa.a Gmymwbnl+e..antl aaYn ..a.erawrn AnchwYT.TambaIII, P.E. I a,n.tw fn batrW,abmorN/aC.w.aO.bi.adq.b WgMyn .rub.b Lm 1(rmlal..(,rrlbl Wq.b/a iYr YYa/a1nu Yr,rO vq .alr.r.q OAYbm.Wnl atw( at}r l,n do" ,.e..ataratimes, rpree,oawylewela s.er;RflpvoeP-"mew1nr.mttuperPon walmptq.,embummo.auwu a80083 ta., u rrllt.Gsea¢r,p..,o,pn., bMr 41mi Mep4eee. glaYu hup...lm,f.n.4p..med., uateleMn.,e Nel. all 4451 St. LuCle Blvd. Fat Pletce, FL 34946 gryyMDl11/1- 14dluun•IetWtl.laSelp.1.E. kptlemaeltbletea etuegMn.apeld4N.Cwae.tuuepuea,iabal•IEeellutut•4aW11.1eW10,l.1 JULY 17, 2017 1 TRUSSED VALLEY SET DETAIL I STDTL06 A•1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409.1010 SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6' O.C. GABLE END, COMMON TRUSS. OR GIRDER TRUSS ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS3 (1/4' X 3') WOOD SCREWS INTO EACH BASE TRUSS. DETAIL A NO SHEATHING) N.T.S. GENERAL SPECIFICATIONS: 1. NAILSIZE =3'X0.131'=10d 2. WOOD SCREW = 3' WS3 USP OR EQUIVALENT. 3. INSTALL VALLEY TRUSSES (24' O.C. MAXIMUM) AND SECURE PER DETAIL A' 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN DRAWINGS. S. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6. NAILING DONE PER NOS • 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 WINO DESIGN PER ASCE 7.10: 170 MPH MAX MEAN ROOF HEIGHT - 30 FEET ROOF PITCH = MINIMUM 3112 MAXIMUM 6112 CATERGORY II BUILDING EXPOSURE C WINO DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD - 50 PSF MAX SPACING = 24.O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. p• Mnrw(h.w•r 11 NJ1lRLLf yldl'1f1YW euM1 1IC411C4 thK•"IR1 401u1144H'M I.rlaNralnal.r rya IN I WNW 111•n.1YatAMa1 Mruwma ONO r l9.*__ r: aa•ri lwl uiYwar4lA.rf4 41411Mu*(I,r••. t,.a tyu•.r.,:ratq,e•w..IM.rl,.a.w{r.ay..wtrrwq.r..p t ...gtar r,.r nil bw a.+mn uy rvw Hsu AAftM, f T. Tombo 111, P.E .roe.im•way.ra.eerero.w.wC.w.•s.qs.rw q.•rrr.rcrYvraaryr lnlA r«..r lrwyl.u.trua.dr,rs,s a rrgwrauahrr• SW83 nMar ••1•.s Nwa o,.•riMrn.aurrrs•ragl.on•ua rr.;Iry pyyl grusa+waa/r,wti w. lal•dlrnvnMwrw•r lnut a., nuhgfgs r:alarl...au 4451 St Lucie 8tvd. aw.aarau laen m.•wy..':uw•rblw>t.'I..a 9rl.tyMP..•laaf.nwl.•IwYrquapdWernaY.a•e.l Fed Pierce, FL 34946 gpyu D HI{ 1 I Irl bnln 4t1r11.1•er IB, Fl Igl•1•lur WM Mura Y wt 41a eP•k14N •rMrdr a4k• Itlw Ya 1•I bll Ilntet • Idrry I.IW C.11 I DULY 17, 2017 I TRUSSED HIGH WIND VELOCITY) AIL I STDTL07 I A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772-409.1010 ATTAC WINO DESIGN PER ASCE 7.98. ASCE 7•( WINO DESIGN PER ASCE 7.10: 170 MPh MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY 11 BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: 1 MAX TOP CHORD TOTAL LOAD 2 50 PSF MAX SPACING = 24- O.C. (BASE AND VA SUPPORTING TRUSSES OIRECTIY UNO— n ..— o. 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 NON -BEVELED BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6112 (MAXIMUM 12/12 PITCH) eee arq•nla y. no. e.•U g9114ILL11SnUti iFl1W RW1t(CtIa111tlf1lri;iPR1t(t1041%Mltl'r. he"1•aw.al.laWl.In MI Mpk q:lath M%lI 1wk4k 11 Nra.:Mtdo, u % e•.a11daa(11 ' r.rr r,at W r.wp a 111 \r eY It. (al pylyr• p.. fr.q (Ip•1 S to r a lY.gru•1• u.t l r Nn.rl apnq..ya.•/p • b arp a ryY Bal lour • Y rs, ew lRl. Naup auy.m Wq ulerl.wlN ala/.nlratia/1.Y1(silrpllWlfYe.rr.iO.rtrbOlfp•1iAglpt4e,apmlO OQ.iQalYtnlrq flNp1(ni 5.4p idrnlrouuaDaum ftgM og0W.alslr...mMkr!.y.wp ^ ' T. Tambo 111. P.E. i l.tq paln al l.eq• t/aa tswabglat BlnMna wsrleawgfiwrfn rq.r!Il9(W;J11b IRe11C1n 10l /drat NIEOrlangaW.n rIMM/41m/pt R tlnl pp ETw M n1 40.r.aWt ( 3 a•.Iu adlniteln 7aa •rghe,•rlaent 44ntlla l*sa4lapYq J^.a 4ntlna+Igt.r.q N/q ugadQdt.pra.wnar/r1e D1 4451 SL erce. R. 349 trypquLtllAAl4dhnut•kttu I.lok•OIF.t. Blvd Fan Plerce.fl 34946 1 Iryugtta• tlRit laaea. ua+} laa, n Itl.1Md •r.SM IA• •IFit• pate. ha A•1 At•(4•uw AOui I, IaM• f0. Ft FEBRUARY 17, 2017 1 STANDARD GABLE END DETAIL 1 STDTL08 Mt ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772-409.1010 TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS W/10d NAILS, VERT STUD SECTION 8-8 TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. VERTICAL 2X6 SP OR SPF STUD 02 DIAGONAL BRACE 4) - 16d NAILS l6d NAILS SPACED 6' O.C. 2) 10d NAILS INTO 2X6 ' 2X6 SP OR SPF N2 2X4 SP OR SPF M2 TYPICAL HORIZONTAL BRACE NAILED TO 2X4 VERTICALS SECTION A -A W/(4) - 10d NAILS OIAGONAL 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 4 WITH (2) - 10d NAILS AT EACH ENO. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - IOd NAILS 4) 8d NAILS MINIMUM, 3X4= PLYWOOD SHEATHING TO 2X4 STO SPF BLOCK v DIAGONAL BRACING ** L - BRACING REFER REFER TO SECTION A -A TO SECTION B-B 24' MAX. NOTE: 2. 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP ABOTTOM CHORDS. CONNECTION BETWEEN BOTTOM CHORD OF GABLE NO TRUSS AND WALL TO 12, BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6. O.C. S. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT 4' - 0' D.C. S. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN WITH 16d NAILS SPACED 6. O.C. HORIZONTAL BRACE TO BE LOCATED AT THE MIOSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 7. GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240. B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. OIAG. BRACE S. 00 NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES. IF NEEDED 10. 10d AND 16d NAILS ARE 0131'X3r AND 0131'X35' COMMON WIRE NAILS RESPECTIVELY. 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SP1B/ALSC. MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE 2) DIAGONAL BRACES AT 1/3 POINTS MAXIMUM STUD LENGTH 2X4 SP #31 STUD 12' O.C. 3-8.10 56.11 66.11 11-1.13 2XII SP #3 /STUD 16'O.C. 3.3.10 4.9.12 66.11 9.10.15 2X4SP#3 STUD 24'D.C. 2.8.6 3.11.3 54-12 B•1.2 2X4 SP 112 12' O.C. 3.10.15 56-11 66.11 114W 2X4 SP N2 16' O.C. 36.11 4.9.12 66.11 10-H 2X4 SP N2 24' O.C. 3.1.4 3.11.3 1 6.2.9 9 313 DIAGONAL BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 [-BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 10d NAILS 6' O.C., WITH 3' MINIMUM ENO 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 B OR C ASCE 7.10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE .1.60 CONNECTION OF BRACING IS BASED ON MWFRS. ROOF SHEATHING 2) - IOd NAILS TRUSSES 8 24' O.C. 2X6 DIAGONAL BRACE SPACED 48. O.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d NAILS. HORIZONTAL BRACE SEE SECTION A -A) ENO WALL IFEBRUARY 11, 2017 I T WITH 2X1 RACE ONLY IL STDTL09 NOTES: T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER SOX OF WEB LENGTH. THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TO CONTINUOUS LATERAL BRACED WEBS. A-1 ROOF TRUSSES 4451 ST. LUCIE SLVO. FORT PIERCE. FL 34946 772.409.1010 NAILING PATTERN T-BRACE SIZE NAIL SIZE NAIL SPACING 2X4 OR 2X6 OR 2X8 10d 6' O.C. NOTE NAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON TWO-PLY TRUSSES NAIL TO BOTH PLIES) NAILS BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X8 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 2X8 T-BRACE 2X8 I -BRACE 2X8 2X8 T-BRACE 2X8 1-BRACE T-BRACE / [-BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER) AS WEB MEMBER. NAILS WEB NAILS I -BRACE NAILS C( 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 RECOMMENOEO, LOCATEO EVERY B TO 10 FEET ALONG A FLOOR TRUSS. NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORO OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY A•1ROOFTRUSSES OF THE METHODS ILLUSTRATED BELOW. 4451 ST. LUCIE BLVO. FORT PIERCE. FL 3494E NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE772.409.1010 BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO ENO, 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 (00 NOT USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE ORYVALL TYPE SCREWS) ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - 10d r TO TOP CHORD NAILS (0.131' X 3') NAILS (0.131' X 3'). I NATTACHAILS ( TO VERTICAL BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK USE METAL FRAMING -J e- ATTACH TO VERTICAL ANCHOR TO ATTACH WEB WITH (3) - 10d TO BOTTOM CHORD NAILS (0131' X 3') ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH 2) - IOd NAILS (0131' X 3') IN EACH CHORD ATTACH TO VERTICAL SCAB WITH (3) - 10d NAILS (0131' X 3') TRUSS 2X6 4' - 0' WALL STRONGBACK (TYPICAL SPLICE) (BY OTHERS) ATTACH TO CHORD WITH (2) #12 X 3' WOOD SCREWS 0.216' OIAJ INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (00 NOT USE DRYWALL TYPE SCREWS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0131' X 3') EQUALLY SPACED. ALTERNATE METH00 OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING BY OTHERS) FEBRUARY 17, 2017 1 LATERAL TOE -NAIL DETAIL I STDTL11 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVO. FORT PIERCE. FL 34946 772-409.1010 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 ENO 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) OIA SP OF HF SPF SPF-S 0 9 i 131 88.0 80.6 69.9 68.4 59.7 135 93.5 85.6 74.2 72.6 63.4 162 108.8 99.6 86.4 84.5 73.8 z pJ N 128 74.2 67.9 58.9 57.6 50.3 131 75.9 69.5 60.3 59.0 51.1 148 81.4 74.5 64.6 63.2 52.5 VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (0162' OIA. X 35') WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 115: 3 (NAILS) X 845 (LB/NAIL) X 115 (OOL) - 2915 LB MAXIMUM CAPACITY ANGLE MAY VARY FROM 30' TO 60' 45.00' ANGLE MAY VARY FROM 30' TO 60' THIS OETAIL IS ONLY APPLICABLE TO THE THREE ENO OETAILS SHOWN BELOW. 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 00' FEBRUARY 17, 2017 UPLIFT TOE -NAIL DETAIL STDTL12 A•1 ROOF TRUSSES 51 ST. LUCIE BLVO. FORT PIERCE, FL 349a8 772.409.1010 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. NOTES: 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 (0162' CIA. X 35') WITH SPF SPECIES TOP PLATE FOR WINO OOL OF 1.33: 3 (NAILS) X 37 (LB/NAIL) X 133 IDOL FOR VINO) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WINO FOR WINO OOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X 1.60 (COL FOR WINO) = 177 L8 MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO VINO IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN GRAVING EXCEEDS 147 LBS C177 LBS) BUILDING DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION. o• USE (3) TOE -NAILS ON 2X4 BEARING WALL USE (4) TOE -NAILS ON 2X6 BEARING WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY NEAR SIDE NEAR SIDE 30' TOP PLATE OF WALL L 7;S* AIL NAIL FAR SIDE 1-3/16' FOR 35' NAIL SIDE VIEW END VIEW TOE -NAIL WITHDRAWAL VALUES PER NOS 2005 (LB/NAIL) OIA. SP OF HF SPF SPF-S L'] 131 59 48 32 30 20 J 135 80 48 33 30 20 182 72 58 39 37 25 J 2 O 128 54 42 28 27 19 f' Z Z 131 55 43 29 28 19 W 148 82 48 34 31 21J Q M Z 120 51 39 27 26 17 C Z 128 49 38 28 25 17 O 131 51 39 27 28 17 s 148 57 44 31 28 20 FEBRUARY 5, 2016 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 1.0 x 4 TYP 2x2 NAILER ATTACHMENT I STDTLI3 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. April 11, 2016 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772.409-1010 TYPICAL ALTERNATE BRACING DETAIL FO EXTERIOR FLAT GIRDER TRUSS 4) 12d TRUSS 2411 O.C. UPLIFT CONNECTION SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES STDTL 14 4) 12d MAX 3011 (21-611) 2x6 #2 SP (Both Faces) 24" O.C. SIMPSON HS a...rwr.y..w..r•a. mor lafla({!wnauw il.la6ualcaltah.11.lr LLa.f.IW.la'r. rn...t++.r.r.rr.Yr. t.rb.lMrrarr,llrrrt trr.r+ar..r F... r..w.r..r Rr. N..r.r h.rr..rra/...r 1..4.r r.wt...d•.+!.•Frv.r4.r.r...n...er.r.rr.a...nr.+Mr rr r.q.Sw.a.n...7r .r R1 h..7wurn!ry..u....ah Mtmn T. TambTomta 111. P.E. r...r.n..rrrr.rw.r.r.ras r0.rl.rcw..rM.rltr.lr .r r.r.f rl(rr•u...r,.. r!.! r .....rtiraaww..r l...rrr.q ..r..r.q.r. r..wr T . u5t St. lAW3ide B1va. r.w.r..tw.t.a....r,.r r.....rr M t«.r..ur.. tl r ar1..w..!... •... irw..• rrT .iravt.n.. nar. wt nn4bC Iola..v. Ia A•14a16•A.&",1.1401.111.1. lapWelr.ate.M.w,.r,Irr,nftlAW nMnW..mn,n.n.rMAIIaJ Inw.•Arar,I.la.rR11. Fan pemQ'FL 34946 FEBRUARY 17, 2017 STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND STDTLI5DAMAGEDORMISSINGCHORDSPLICEPLATES TOTAL NUMBER MAXIMUM FORCE (LBS) 157 OF NAILS EACH X LOAD DURATION FEBRUARY 17, 2017 1 SCAB APPLIED OVERHANGS I STDTL16 A-1 ROOF TRUSSES 44S1 ST. LUCIE SLVO. FORT PIERCE. FL 34946 772409.1010' TRUSS CRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 115 SPACING: 24' O.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL ENO BEARING CONDITION 21E111*5 1. ATTACH 2X-SCAB (MINIMUM 02 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS 048' DIA. X 3') SPACED 6' O.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 V14EN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 4(') SPACED 24' O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD LOADS NOT EXCEEDING 50 PSF. TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY. REFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES M A-1 ROOF TRUSSES A FLORIDA CORPORATION Important Notes / Please Review Prior to Truss Installation: 1) Trusses are to be handled, installed and braced in accordance to the following standards: ANSI/TIP 1-2007; WTCA 1-1995 — "Standard Responsibilities in the Design Process Involving Metal Plate Connected Wood Trusses', and "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 USP STRUCTURAL CONNECTORS' A Wak' Company Hangers Allowable Load (lbs) DF-L / SP LSL LVL PSL SPF I -JOIST 160% USP Label Stock No. Code Reports 100% ilS% 12S% Uplift 100% 100% 100% 100% 100% Fastener Schedule T3 JUS24 1881, 655 750 820 S10 4) - 10d (Header) FL821.39, 2) -10d (Joist) 11- 0510.01, RR 25779 1US2e 670 76S 82S e90 4)• JOd(Neoder) 2) • 10d (Joist) T2 JUS26 1881, 850 97S 1060 1115 4) - 10d (Header) FL821.42, 2) -10d (Joist) 11- 0510.01, RR 25779 1US26 86S 990 1070 1165 4) • 10d (deader) 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) - 30d (Joist - Top Max Nailing) RR 25836 4) - 30d (Top - Top Max Nailing) 13116-R THM22 224S 224S 224S 6). 16d (Corded Member • Face Mount) 6) • IOd (Carded Member • Top Flonpe) 22) .16d (Fate • Face Mount) 2) • 16d (Face • Top Flonpe) e) • 16d (Top • Top Ronge) THA1e22 183S 1835 I83S 2)•10dx 1.112 or 2•10dx I.14(Corded Member) 20) • IOd or (21- JOd (Foce) d) • 10d (Top) T4 THD26 1781, 2485 2855 3060 2170 18) -16d (Face) FL13285.35, 12) -10d x 1-1/2 (Joist) 06- 0921.05, RR 25843 NTU26 2940 33e0 3600 ISSS 11)-JOdx 1-112(Comed Member) 20) • )Od x 1.1/2 (Corded Member • Mox No0ing) 20).16d x 1.1/2 (Corrying Member) 20) • 16d x 1.112 (Carrying Member • Max NoYing) U5P STRUCTURAL CONNFCTOW A WOW 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 TS THD26-2 1781, 2540 2920 3175 2285 18)-16d(Face) FL1328S.35, 12) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS26.2 278S Sus 3405 Isso p41.16d(Foce) 6) • 16d (Jobt) HTU26.2 2940 3340 36W 217S 20) . 10d (Carried Member - Max Na0ing) 20). 16d (Corryinp Member • Max Nailing) T6 THD28 1781, 3865 3965 3965 2330 28) - 16d (Face) FL13285.35, 16) -10d x 1-1/2 (Joist) 06- 0921.05, RR 25843 MU28 3620 4340 4660 2140 26) • 10d x I.V2 (Carried Member • Max Na01ng) 126) .16d (Canymp Member - Mox Hoping) T7 THD28-2 1781, 3950 4540 4935 2595 28) -16d (Face) FL13285.35, 16) -10d (Joist) 06- 0921.05, RR 25843 13116-R NHUS28-2 4210 4770 SI40 2000 122) • 16d (Face) 6) • 16d (/obt) HTU26.2 3620 4340 46W 3465 26) • 10d (Carried Member • Max Na0ing) 26) • 16d (Carrying Member • Max N016ng) T8 THD46 1781, 2540 2920 3175 2285 18)-16d(Face) FL13285.35, 12) -10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS46 2790 3160 3410 Isso 14)•16dfForel 6) • 16d (Joist) USP STRUCTURAL CONNECTORS* A MRok' Company Hangers Allowable Load (Ibs) DF-L / SP LSL LVL PSL SPF I -JOIST LISP 160% Label Stock No. Code Reports 10D% 115% 12S% Uplift 100% 100% 100% 100% 100% Fastener Schedule T9 THD48 1781, 39SO 4540 4935 259S 28) - 16d (Face) FL13285.3S, 16) -10d (Joist) 06- 0921.05, RR 25843 13116-R NNUS48 32JO 4770 S110 2000 22) • 16d (Fate) 8) • 16d floBU T10 THDH26.2 1881, 3915 4505 4795 2235 20) -16d (Face) FL821.75, 8) - 10d (Joist) 06- 0921.05, RR 25779 13116-R UGUS26.2 4355 487S S230 21SS 20) • I6d (face) 8) • 16d (Joist) Tll THDH26.3 1881, 3915 4505 4795 2235 20) - 16d (Face) FL821.75, 8) - 10d (Joist) 06- 0921.05, RR 25779 HGUS26.3 43$S 4875 S230 21SS 20) • J60 (Fote) 16d (Joist) T12 THDH28.2 1881, 6535 7515 802S 2665 36) - 16d (Face) FL821.77, 10) -16d (Joist) RR 25779 13116-R NGUS28.2 7460 7460 7460 3235 36) -16d (fort) 12) • 16d (Joist) T13 THDH28.3 1881, 6770 7785 8025 2665 36) - 16d (Face) FL821.75, 10) - 16d (Joist) 06- 0921.05, RR 25779 NGUS28.3 7460 7460 7460 323S 361 • J6d (fore) 12) • J6d (Joist) usP STRUCTURAL CONNECTORS' A MRek' Golrnparry Fastener Comnarison Table Connector Schedule Group Label LISP Stock No Required Fasteners Reference No Required Fasteners 4) - 10d (Header) 4) -10d (Header) T1 JUS24 LUS24 2) - 10d (Joist) 2) -10d (Joist) 4) - 10d (Header) 4) - 10d (Header) T2 JUS26 LUS26 4) - 10d (Joist) 4) -10d (Joist) 22) - 30d (Face - Face Max Nailing) 6) -16d (Carried Member - Face Mount) 6) - 10d (Face - Top Max Nailing) 6) -16d (Carried Member - Top Flange) T3 MSH422 6) - 10d (Joist - Face Max Nailing) THA422 22) -16d (Face - Face mount) 6) - 10d (Joist - Top Max Nailing) 2) -16d (Face - Top Flange) 4) - 10d (Top - Top Max Nailing) 4) -16d (Top - Top Flange) 11) - 10d x 1-112 (Carried Member) 18) - 16d (Face) 12) - 10d x 1-1/2 (Joist) 20) - lad r 1.1/2 (Carried Member - Mar Nailing) T4 THD26 HTU26 20) - 16d (Carrying Member) 20) - 16d (Carrying Member -Max Nailing) 18) - 16d (Face) 14) -16d (Foce) TS THD26-2 HHUS26-2 12) - 10d (Joist) 6) -16d (Joist) 28) - 16d (Face) 26) -10d r I.1/2 (Carded Member - Mor Nailing) T6 THD28 HTU28 16) - 10d x 1-1/2 (Joist) 26) -16d r 1-1/2 (Carrying Member - Mar Nailing) 28) - 16d (Face) 22) -16d (Face) T7 THD28-2 HHUS28-2 16) - 10d (Joist) 8) -16d (Joist) 18) - 16d (Face) 14) -16d (Face) T8 THD46 HHUS46 12) - 10d (Joist) 6) -16d (Joist) 28) - 16d (Face) 22) -16d (Face) T9 THD48 HHUS48 16) - 10d (Joist) 8) -16d (Joist) 20) - 16d (Face) 20) -16d (Face) T10 THDH26-2 HGUS26-2 8) - 16d (Joist) 8) -16d (Joist) 20) - 16d (Face) 20) -16d (Face) T11 THDH26-3 HGUS26-3 8) - 16d (Joist) 8) -16d (Joist) 36) - 16d (Face) 36) -16d (Face) T12 THDH28-2 HGUS28-2 10) - 16d (Joist) 12) -16d (Joist) 36) - 16d (Face) 36) -16d (Face) T13 THOH28-3 HGUS28-3 10) - 16d (Joist) 12) -16d (Joist) us p STRUCTURAL CONNECTORS' A MiTek' Company C C CI C O C 0 ` L JUS24 JUS26 MSH422 V '' 77] OJC 0 I O O O ems L ` C O `, Y11, V O O 0 a I I tll P o TH D26 TH D26-2 TH D28 I. o TH D28-2 TH D46 TH DH26-2 e, 0t l c ? 4 g tl o THDH26-3 THDH28-2 THDH28-3 REPAIR REQUESTS When sending in repair requests, please use engineering sheets to describe issue or damage, and email to design@altruss.com. NOTE: It is appreciated if actual pictures of the damage or problem are included with the engineering sheet, but pictures by themselves are usually not very helpful. Engineering sheets with the damage or issue noted are required. 1. If there are any special circumstances (sheeted, trades in, etc.) please make sure you note it on the drawing or email request. 2. We cannot provide sealed drawings for "field built" trusses. 2. See details below. BREAKS: Use a One to note the exact location of the break 4ic6' IF x3 11 1 2 22 21 1.5x4 II 3x6 = ALTI MOVED BEARING CONDITION, Lrus RUSS MODIFICATION: Draw in new location of bearing, and MISSING 1 DAMAGED PLATES: is too long! short, try and be provide dimension as needed Circle plate that needs Iiled as possible, and provide dimensions as needed. 3x3 =---- FF= -3z3 II 3x4 1.Sx4 II 1. 3x3 Sx6 = 3 4 6 7 ' 8 10 11 12 R1 XR9 20 19 I 1 17 16 15 14 7 1/2" 1.5x4 II 1.50 II ' i2 3x6 = 3x6 FP--3x4 = 3x3 = 4x6 = TOO LONG MISSING PIECE: If there are multiple breaks, resulting in a section missing 5x4 4 , 3 h2 MEMBER SPLIT: Denote exact location of split, and provide an approximate length. 3x4 5 BREAKS: Use aline to note the exact location of the break 3x4 -Z- MISSING f DAMAGED PLATES: 7 _ + Circle plate that needs addressed. 8 A A ii i 3 5/8"r 5 5/8"[ 5 r— eLi 1e9 3 00 L 11011 y HATCH LEGEN Note: Trusses are designed for SHINGLE material. Notify Truss manufacturer if material is other than shingle. Thus Load Alert Boa Truss I.D. Gravlty (> S,000e) / uplift (> • 1.00011) Hortmntal (> 3504) IIII 1 1111 its e a a — Nu I L: ALL I KUJJ I U WALL ANUIUN I KUbb I U LEDGER CONNECTIONS BY BUILDER UNLESS NOTED OTHERWISE) NOTE: ALL CEILING DROPS BELOW BEAM ARE BY BUILDER (UNLESS NOTED OTHERWISE) NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING DESIGNER IS REPSONSIBLE FOR THE STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS. FOR BRACING IT ERECTION DETAILS REFER TO BCSI-03 AND/OR ENGINEER OF RECORD C - Q ^ REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING AIS21 ;Nil MW6 JUS26 i j . I MSIN22 MD26 r,N; I MUS26 MD26 Inc .. w I MD262 I v I - • - I MD26.2 ON I ... n I AlS+6 n l ... 0,1 HANGER BY BUILDER LOADING ROOF FLOOR WIND LOAD a LIVE LOAD I 20 e0 I ASCE 7.10 t, DEAD LOAD I SO SO 150 MPH E%P Cou UVE LOAO SO• I 0 CATEGORY II 0 DEAD LOADI 10 I 5 I ENCLOSEDu TOTAL LOAD I 10 I 55 I FBC•2014 DURATION FACTOR 1.25 I 1.00 l TPl • 2007 REVI DATE - BY REMARKS 101I12/091201& R REVISED STAIR OPENING; CLOSET ABOVE 11 Is understood that above Conditions have been reNewed APPROVED b are aoceptawe for the APPROVED AS NOTEDfatuimbonatTrusses. elevations,paUros. overhangs. REVISE AND RESUBMIT fasoas.cedVlg elevatonslpaches, beam" REJECTED Conditions b all detail pertaining 10 this truss placement plan. NO back Charges will be accepted DAY vAthout previous writtenapprovalIromanA• 1 ROOI PLAN DATE I ARCH: -/-/-- STRUCT• CUSTOMER RYAN HOMES JOB NAME LARGOO *A* GQ<r f #AW OPTION(S) LTTENDR)LANAtl 9'• I•CIC COMM ITY LOT a BLDG BLDG TYPE e Joe a MASTER AtsLome 5 r— DRAWN SCALE DATE 12/09/2016 n M. T.S 11011 AREA CAI FLOOR 1292.. ROOF 2713.66..I FASCIA 0. MA-1 ROOFFA=TRUSSES HIP LINE 1 162 . A FLORIDA CORPORATION VAUEY UNE 17 . Pit 772.409•t010 r Fax 772<09.1015 hffp/Mtw.dfdusswm eP2Lt- i' ai -z:iTim sis' IT eS=a It afs -sfieSsa`= 2.1 ar- L2 Is 2 a as i: i8= ! F 2i i- 4_=1 asea Q iS.361 3s3 alt: s 3 = 3'ns 9gg6 3 V4 1^ l jr S ae>lB = aff e ! a- 7:l a Er s il!'• i33l: asc ass':_ i 0-2 2:1_ s eFiEs:=asIr- 1_ IT = -= E all 21 ;e3 S. e a j i a• 3 s' a v L= e a %sue = ei 2ig3e 4 Ali=i2s8: jj a's° z3 3 sa3 2Ae: 3r9 I11 I: ea:331 j RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form V%LDNc Permit # 1%- 3 1 8 2 SANFORD Project Location Address ART" As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildinQ.onq. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma Tru Smooth Star 15000.2 Sliding Ply Gem 4780 SGD 14634.2 - R1 Sectional Wayne Dalton 9100 - #0600 / #0607 9174.11 8174.20 - 1111 Roll U Automatic Other 2. Windows Single Hung Ply Gem 4712 4812 14039.1 14039.2 - R2 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Ply Gem 4700 15264 - R1 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Aluminum Coils Inc. Aluminum 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 Underla ments InterWrap Inc. Rhino Roof Underla ment 151216 - R2 Roofinci Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium Metals Inc. MMI-213 Off Ridge Vent 16568.2 - R1 Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Lott's Concrete Products Lintel 17867 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Vicky Otero Please Print) June 2014 Florida Building Code Online Page 1 of 1 SCIS Home i Log In ! User Registration i Mot Topics Submit Surcharge i Stats B Facts I Publications i FW Staff i BUS Site Map i Unks i Search i 1 Product ApprovalorItUSER: Public user Product Aooroval Menu > Product er Aeolicatien Search > Application List Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Search Results - Aoolications FL# 15000 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL M Tvoe Manufacturer Validated ev Status FL1S000-112 Revision Therma-Tru Corporation Ryan 3. King, P.E. Approved History Category: Exterior Doors 813) 767-65SS Subcategory: Swinging Exterior Door Assemblies Approved by DBPR. Approvals by OBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us :: 2601 Blair Stone Road- Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: ActxsslAility Statement :: RefundStatement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a publlc•rewrds request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dldt here. Product Approval Accepts: Credit Card Safe https://www.ftoridabuilding.org/pr/pr_app_ist.aspx 11 /30/2017 Florida Building Code Online Page 1 of 3 Professional Regulation r BC(S Home (lap In User Registration { Hot Tophs I Submit Surcharge I Stan B Facts I Publications I FBC Starr I acts Site Map I Unks I Search 3 Product ApprovalOr* USER: Public User Product Aeoroval Menu > Product er Aoolkation SearM > Aoollutlen List > Appliptlon Detail FL # FL15000-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License ` PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan 3. King, P.E. R Validation Checklist - Hardcopy Received Certificate of Independence FI t S000 R2 COI Certificate Of Independence, odf Referenced Standard and Year (of Standard) Standard Yeas AAMA/WDMA/CSA101/I.S.2/A440 200S ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 199S TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect EL1S000 R2 Eouiv FL - 15000 Eouiv of Standards.odf https: / /www.floridabui[ding.org/pr/pr_app_dtt.aspx?param=wGEVXQwtDquS... 11 /30/2017 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Method i Option D 05/29/2015 06/28/2015 07/OS/2015 08/19/201S FL # Model, Number or Name Description 15000.1 a. "Fiber -Classic" or "Smooth -Star" 6'8 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLiS000 R2 li INST 1S000.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.1 for Design Pressure Ratings, any FL1S000 R2 AE EVAL IS000.1.0df additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors and sidelites, which have been stained or painted within 6 months of Installation.) 1S000.2 b. °Fiber-Classlc" or "Smooth -Star" 68 "Non -Impact" Opaque Fiberglass Door with & without Sldelite(s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLiS000 R2 II INST 1S000.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.2 for Design Pressure Ratings, any FLiS000 R2 AE EVAL 1S000.2.odf additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J° part number doors and sidelites, which have been stained or painted within 6 months of Installation.) 15000.3 c. "Fiber -Classic" or "Smooth -Star" 8'0 "Non -Impact" Opaque Fiberglass Door with & without Sldelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLiS000 R2 II INST 1S000.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.3 for Design Pressure Ratings, any FL1S000 R2 AE EVAL 15000.3.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors and sidelites, which have been stained or painted within 6 months of Installation.) 15000.4 d. "Fiber -Classic" or "Smooth -Star" 8'0 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1S000 R2 II INST IS000.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant, No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.4 for Design Pressure Ratings, any FLIS000 R2 AE EVAL 15000.4.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors and sidelites, which have been stained or painted within 6 months of Installation.) 15000.5 e. "Fiber -Classic* or "Smooth -Star" 8'0 "Non -Impact" Glazed Double Fiberglass Door - Outswing Inswing (XX Configurations) https://www.floridabui[ding.org/pr/pr_app_dtt.aspx?param=wGEVXQwtDquS... 11 /30/2017 Florida Building Code Online Page 3 of 3 Limits of Use Installation Instructions Approved for use in HVH2: Yes A 15000 R2 II INST 15000.S.odf Approved for use outside HVHz: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.5 for Design Pressure Ratings, any fl 1S000 R2 AE EVAL iS000.S.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors, which have been stained or painted within 6 months of Installation.) 15000.6 f. "Fiber -Classic" or "Smooth -Star" W8 "Non -Impact' Center Hinged Glazed Fiberglass Double Door - Inswing (OX or XO Configurations) Limits of Use Installation Instructions Approved for use in HVH2: Yes FI IS000 R2 II INST 1S000.6.odf Approved for use outside HVHz: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.6 for Design Pressure Ratings, any FL1S000 R2 AE EVAL 1S000.6.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J' part number doors, which have been stained or painted within 6 months of Installation.) Back Neat Contact Us :: 2601 Stair Stone Read, Tallahassee FL 32399 Phone: ASO-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 mall to this amity. Instead, contact the oMce by phone or by traditional mall. If you have any questions, please contact 850.487.139S. 'Pursuant to Section 455.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Oepartmem 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 Oepartment with an email address which an be made available to the public. To determine If you are a licensee under Chapter 4SS, F.S., please click b=. Product Approval Accepts: 11-01 am Credit Card Sate https://www.ftoridabuilding.org/pr/pr_app_dtt.aspx?param=wGEVXQwtDquS... 11 /30/2017 THERMAITRU 0 THERMA TRU DOORS I IS INDUBTUML DR.. EDGEWTON, DM 43517 FIBER CLASSIC / SMOOTH STAR" INSWING FIBERGLASS DOOR w/ WOOD FRAMES NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and Is In compliance with the Sth Edition (2D)4) Rotlda Building Code (FBC) structural requirements Including the Ifth Velocity Hurricane Zone' (HVHZ). 2. Product anchors shall be as Asted and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used In the IiVHr this product Is required to be protected with an Impact resistant covering that complies with Section 1626 of the FBC. 4. When used In areas outside of the 91VHr requiring wind borne debris protection tints product is required to be protected with an Impact resistant covering that compiles with Section 1609.1.2 of 37,50' MAXtheFBC. OVERALL WIDTH 5. For 2x stud fromlg construction, anchoring of these units shoo be the some as that shown for 2x buck masonry corutrucfion. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a ficersed engineer or registered architect. 7. Inswing configurations do not meet the water Infiltration requirements for the VMr. Inswing units shall be installed only In non hobitoble areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to A is less than 45 degrees. TABLE OF CONIM SHW O DESCRI WN I typical elevations s general notes 2 Door panel details (Smooth sir 3 Door parcel detain (Fbo dos0c 4 Sidefte detail d detals 5 Vedlcd cross secilo s 6 HOdZMtd cmu sections 7 Horizontal cmu sections B Buck AWJV" 9 Fame OWhoft 10 Fame anchoring I I ASDOgol deh* 12 N of materials a Components F105— V MAX OVERALL SINGLE INSWING UNR x DOUBLE W/SIDaffrS INSWING UNR oxxo 68-0' MAX OVERALL WIDTH SINGLE W/SIDEI_REc INSWING LINK AYA 7430' MAX. OVBtALl FRAME WIDTH 5 D DOURDOURIFINSIoI .. UNIT xx OESIGN• PRESSU"' ItERAIING_ ' '« ' — UNRTYPE, WNERjft TERION9FILMAT' QUIREMENT IS N'OTNEEDfDsu SINGLE 67. 0 67.0 DOUBLE 55. 0 55.0 SINGLE i DOUBLE WRH SIDELIM 55.0 55.0 it 0 A a sz° IM0. er JK tlac A: L.FS FL-15000. 2 zr 1 or 12 t( 'N EXTERIOR If 0 Wa 31 ni . Lo zN 1, ZA u INTERIOR w6c* 30 5 36W MAX. DOOR PANa VADTH I'\ HORIZONTAL CROSS SECTION k,L,/ DOOR PANEL 2,37S'—1 EXTERIORF of 23 1.531- Lm 18 Ul 4 r' • a u lI5A 30 LOCK TOP RAIL SMOTHTK AR) SMOOTH STAR) 0 viDOOR PANEL AU 1.187 Smooth Star Cl 6 air 02124112 12 a 31 LATCH STILE HINGE STILE BOTTOM RAIL VERTICAL CROSS SECTION r2Smt N.T.S. SMOOTH STAR) (SMOOTH STAR) 0(LSMOOOMTHRSTAR) \, 2 DOOR PANEL owe JK CWL Vt. LFS DR0104 WL FL- 15000.2 a 0 k hL E)CrERIOR 4 a 103. 1 71% k pil n-, I.D 0 x 70 INTERIOR ZI 0 3&0(r MA)L DOOR 1 HORIZONTAL CROSS SECTION PANG WIDTH %,3 DOOR PANEL R 2375--1 JELAV-1EXTERIOR INTERIOR 0 23 0 ZS m leIX]d lmr m LOCK r,\-Top -IML nBLOCK 11 nBERCLASSIC) (naER CLASSIC) N V, o DOOR PANEL L f 0 LATCH STILE 1-( nBER CLASSIC) FiberClossicSa d 5 rr w T- T- HINGE STILE r"Z BOTTOM RAIL r2-\ VER77CAL CROSS SECTION 02/24/12 nBER FCLASSIC) (nBER CLASSIC) DOOR PANEL scut N.T.S. v• e. Or. JK any lir LFS DRIWM NO, FL- 15000.2 smm 3 or 12-10" 453' GLASS 34 32 1/2' MIN. 40 GLASS THK. EXTERIOR / 1/8" TEMPECt / GLASS RED 1 AIR SPACE 25' STEEL 1/8" INTERIOR INTERCEPT TEMPERED SPACER CLASS 41 SEE NOTE 1 5' INSULATED GLASS W/ TCM LITE FRAME GLAZING DETAIL 13.9r MAX. PA7.1 WIDTH 7.12• MAX. D.LO WIDTM 9m 19 l LI: SIOFLITF PANEL Smooth Star 0ON i;; 1' Iy 1 i. I ia IIeUI NOTE 1 HORIZONTAL CROSS SECTION 4 SIDELITE PANEL 2159' 2.713' 1.717 r-1.713- + 1.642 .52v PLASTIC LIP LITE FRAME /1 PLASTIC UP LITE FRAME STS 7CM . m ZQQO i4 .. 0 E gym. C. SEE NOTE 1 u mnd 3a L--1 1 A7T 1- { 1 077• 2 VERTICAL CROSS SECTION 4 SIDELRE PANEL IC_L_L_lJI T 1. Spacing for item 141 (lite frame screws) F-1S31•-{ I I 1531•—t is as follows: From the top down on sides. 5.5', 16.57, 27.5, 38.375. 49.375' k 60.375'. There ore 2) screws both top and bottom of 2.125' in from 42 SIDELITE TOP k BOTTOM RAIL 6 SIDELRE BLANK SIDE STILE each corner. FINGER JOINTED PONDEROSA PINE, SG=0.43 FINGER JOINTED PONDEROSA PINE, SG-0.43 El I ao i u 02 24 12 i M N.T.S. en JK o' L sr. LFS 3 rwe Noa e FL-15000.2 0 rr 4 or 12 1 VERTICAL CROSS SECTION 5 DOOR PANEL 53 to cU -/. 1 VERTICAL CROSS SECTION 5 Shown w/1x sub —buck 1. The sidelite is direct set Into the jamb with (10) item 143 o IS x 2" pfh. wood screw. There ore (4) of each vertical jamb, from the top down of 13.5 31 48.5" k 66 There ore (2) of the header of 4" in from the outside comers of the frame. There are 2) item 113 a /8 x 2 1/2" p1h. wood screw of the sill, 4" in from the outside corners. SEE NOTE 1 2 VERTICAL CROSS SECTION 5 SIDELITE PANEL n Mgt dl S z G •p` r` o rrrrrllflllO 1n l z o 0R..zd n 9 oa M IL r 01 EE_ 0 NOTE 1 G sr. JK c er LFS wHe xa: FL- 15000.2 a 5 -a 24 EXTEM 8 7 11 0 27 Ar Co OZ Cb INACTIVE ACTIVE 00 x I 2.1 I W M a: a. 13 3 z 31 30 22 IL INTER! 35 is 43 f/ I HORIZONTAL CROSS SECTION SEE NOTE 1 34 0 ASTRAGAL 7 8 43 33 8\ Cz EMB. (TYP.) 0 C-UNK INTERID 36 43 SEE NOTE 1 34e 9 10 37 z 4. EXTERIO 2 HORIZONTAL CROSS SECTION 0 HINGE JAMS TO SIDELITE If' A' A • INTERIOR 1. The sidelite is direct set into the jamb with (10) item W 143 a IS x 2* pfh. wood screw. There are (4) at tt36eachverticaljamb, from the top down at 13.5, 35 31' 48.5' & 66' ' There are (2) at the header at 4* in 10u from the outside corners of the frome. There are wALL N.T.S. 01176 (2) item 113 a IS x 2 112* pth. wood screw of the 50 53 16 sill. 4' in from the outside corners. oxc. W. JK 102 3 HORIZONTAL CROSS SECTION MIL BY, IFS 0 SIDELITE SUCK PROM M: FL— 15000.2 Barr —6 or 1Z EMB. (IYP.) ii14% 13 17 1S MIN. CdINK 1. The sidelite is direct set into the jamb with 10 item1 ( ) 143 0 18 x 2' pfh. wood screw. There are (4) of j` C1: dfi: it a'`= uz g` — CrIeachverticaljamb, from the top down of 13.5*, o 31', 48.5' & 66'. There ore (2) at the header of 4' in.......... i a: f.XIE6lQB from comers of gpr1 m 8 2) items 113'oe 18 x 2 1/21hpfhra oodiherescrewoat the 1111 sill, 4' in from the outside comers. 1D i n. 7 30 E z $iu 3 5 p ar`d C e . 2 zO 16 13 21 050 5 53 18 INTERIOR 1-1/4'MIN. o 1 HORIZONTAL CROSS SECTION EMB. (IYP. ) oc 7 LATCH JAMB TO BUCK 21 IS MIN. C-SINK3543 E 34 SEE NOTE 1 8 C1 JJ 43 8 7 N of 7 W o 10 EXTERIO 36 I c 13 30 9 10 18 wz 12 50 DAM 02124112 i MmL N.T.S. INTERIOR 18 53 owe. BY. JK m oa L a3 \ HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION auwwc wn: FL-15000.2 0 7 ® STRIKE JAMB TO SIDELITE 7 HINGE JAMB TO BUCK sitar —L or 12 0" 4 r 4ri r 50 TYP. II II II MASONRY II 'MULLION OPENING FORIISHOWN II MULLION II II REFERENCE I SHOWN FOR II IREFERENCE III2x BUCK ASTRAGAL II SHOWN FOR II II II II REFERENCE II II II II II II II II a tj II II II II II m0 II II II II II II II II II II MASONRY OPENING 2X BUCK CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to malnroln the min. edge distance to mortar joints. 2. Concrete anchor locations noted as MAX. ON CENTER' must be adjusted to maintain the m1n. edge distance to mortar joints, additional concrete anchors may be required to enswe the MAX. ON CENTER* dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR' MIN. MIN"'• CLEARANCE,.. MIN. _CLEARANCE TYfE::-:-- SIZE:,`•. EMREDMEMPT" TO.MASONRY".: TO•ADJACENE'.;- EDGE _:.:• ..•.. ANCHOR::..:,: ITW TAPCONo ELCO 1/ 4' 1-1/4' 1' 4' ULTRACONIr 11 50 TMP• I I II1 II 11 ` MULLION! I1 II SHOWN FOR II II REFERENCE II II II II II II II II II II II II II II II II II II II 77. 2x BUCK MASONRY OPENING c TYP. II ASTRAGAL L IIISHOWNFORII REFERENCE r`VlI I I I II II I I I I I I I I Loa 1 BUCK CKC UO MASONRY uj 0 1 OPENING om H onm UN•• o U i zo c jmcco. u0 Xima` e= Or. JK m OP. LFS ? FL- 15000.2 c IS - L 6 j2 Q tq MASONRY OPENING FRAME 2X BUCK SEE DETAIL 3Ll B• A• 3. F4!-;J I II 1 I III 13 W/2X BUCK INSTALLATION _SEE DETAIL 52 W/1X BUCK 2• INSTALLATION TYP. HEAD do JAMBS. 4J TYP. SEE DETAIL •1" TYP. SILL 14 B. A• DOUBLE DOOR W SIDELITFS CONCRETE ANCHOR NOTES: I. Concrete anchor locations of the comers may be adjusted to moinfoln the min. edge distance to mortar jants. 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to enswe the MAX. ON CENTER• dimension are not exceeded. 3. Concrete anchor table: ANCHOR; ANCHOR- MIN..:.: ;; MIN: CLEARANCE ' MIN.:CLEARANCE SIZE:=.:.:IMBEDMENT; TD:MASONRyy:'. TO:ADJACENT::-. EDGE ':: `ri:•:: ANCHOR,,_;.•.. 111N TAPCON • 1/• 1 1.1/4• r C ITYV TAPCON* 16' 1.1/a' r WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum SAr edge distance, I' end dsfonce, d I • o.c. spocing of wood screws to prevent the splifftng of wood. e C- A' GI 13 W12X BUCK n INSTALLATOOA 52 W/IX BUCK d MASONRYT INSTALLATOOt OPENING r= O FRAME 2X BUCK 43 TYP. Ll SEE DETAIL '4• TYP. SILL 14 n 3' r 1^ UO SEE DETAIL s• C A. VIEW •C• —"C• SINGLE DOOR W/SIDELITES a7 10 f0 DETAIL 'I THROW BOLT AT THE THRESHOLD 10 W/2X BUCK 13 56 DETAIL 'S• INSTALLATION W/1X BUCK INSTALLATION 55 SEE NOTE 2 DETAIL '2" ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. 0 60 3T L 8`_ NI 3pp ..{ m0 u U 9p`ou i g 11 G ft JK c or. L.FS Ow No- FL— 15000.2 n _L or 12 I SEE DETAIL '3' I I II W/2X BUCK INSTALLATIONSW/1X BUCK INSTALLATION MASONRY TYP. HEAD & OPENING JAMBS. FRAME 2X BUCK SEE DETAIL 6' DETAIL 11 0 t 0 T TYP. SILL In SEE DETAIL / 4' CONCRETE ANCHOR NOTES: I. Concrete anchor locations of the comers may be odjusted to maintain the min. edge distance to mortorloinfs. 2. Concrete anchor tocations noted as MAX. ON CENTEIr must be odiusfed to maintain the min, edge distance to ffxxlw otnh, additional concrete anchors may be required to ensure the MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor fable: b ' ' ANCHOR; ANCHOR MIN:c:< MIN;;CLEARANCE. MIN. CLEARANCE SRE:;,;'' EMAEDME .. lO MASONRY::::: i :' .. . TO_ADJACENT.:: TYPE.'": EDGE :•':.:. ANCHOR ITW • TAPCON 14 1.1/4' r 4' ITW TAPCON° 3/16' 1.1/4' 3' 1.1/2' WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum S/ff edge distance, 1' end distance, d I' O.C. spacing of wood screws to prevent the splitting of wood. MASONRY OPENING FRAME 2X BUCK 1 W/2X BUCK INSTALLATION W/lX BUCK INSTALLATION TYP. HEAD & JAMBS. - 0 TYP. SILL SEE DETAIL VIEW 'C'-'CSEW SINGLE DOOR 13 W/ 2X BUCK 10 INSTALLTION t2 13 0 W/ 1X BUCK 54 10 INSTALLTION DETAIL '3' DETAIL W/ 2X BUCK 13 INSTALLTION W/ 1X BUCK 55 0 INSTALLTION DETAIL ' 4' 1 3T Il rrrnulu ` 8 n • _ I_ p •• mil 9 a M = W e M4 mLL o gE o Z 8 '3a to 0 H z e DETAIL ' 1' THROW BOLT AT THE THRESHOLD o a k' I/ 2X BUCK 13 a ISTALLATION I/ 1X BUCK 55 ISTALLATION e u z oaiC02124112 = srxs: N. T.S. owe. rfr. JK m DETAIL '2' nx ft LFS 3 cc r d n ATTACH ASTRAGALTHROWBOLTSTRIKEPLATEFRAME 15000.2 n NOTE* 1. THE ASTRAGAL BOLT HAS A 3" THROW AT THE TOP AND THE BOTTOM. 1.910' 4j Ll I0.06.T' SEE NOTE t C4 ASTRACAL OETAIIOEfAII n z n0 i 1+ .............. L of pi 1`,`` 00 e e. O x= dZman 14 Ta V l oxc JK clot er. L 7 FL-15000.2 II 11 or 12 I SIMIHSTAR ODOR SKIN .070• MAAMUM THE. r1L10Cum FSER CIAS9C MW 9N1 .110' ION. IHK. FBDIOIASS BY THERMA-TRU .M yiW tlywoh Fy(nm.)-AAA psi HBERCIASS 2 rc top RML MOM COMPOSITE rL LATCH STILE MOOD COUP09TE 4 rL FENCE STILE PCPOEAOSI PK SC.0.43 NOM 5 lFC BOTTOM PAIL MOOD COMPOSITE 6 FO MWPW8: FQW 1.9rm FIIW 7 SHORT REACH COIPRE M WEATHOMM MAW 8 LONG REACH WMIESSOII WEAD,CRSTILP raw 9 4' 1 4' ma .097' OIX. Sim 10 t0 a J 4' LC. PFH Wm SCREW STEEL 11 SS BOROY RAIL WOOD CDYPOSIIE 12 110 1 2' LC PFH MOOD SCREW SIM 13 18 1 2-1/2' IC. PFH WOW SCREW STEEL t4 14' 1 2-1 4' RW MR CONCRETE SCREW Sim t5 S OEUC SOTTDM BOOT .090' DaRLOED Wrl vm 16 2X BUCK SC >m Q55 WOM 17 MAX 1 4• m M4mm MOOD 18 KMIKSET PASSAGE LOCK - XMIURE SETItES 19 SELF 4AWN 9K1MNC 20 OOF PA4EWASG.0.43 W000 21 STINE 1WB PON3FA051 PINE; SGaO.0 22 NNW JAMB POWLIM PA$ So-&43 23 KWAW OE4MI - SCHA SERIES 24 HAWANE ASTR" ALIN 24A ASIINGIL FLUSH BOLT Sim 248 ASTTNFi1L FLUSH BOLT RETAM ALUM. 26 SS HNGE STILE fPCNDEROSA PJJr, SG•043 MOM 27 110 1 1-I ' LO. PANF[AD SHEET FATAL SCREW Sim 28 I6VM ODOR ROTTEN vm 30 Fa WCOD IISWEEP PINE SC-D.0 it SS wrM Sig NOM Cam3m 32 t OOr. CELLULAR ClA1A1C TAPE STILL -IL i 33 MASTIC LP UIE FRAME BTS 34 fICm) my 35 BUNK JAMB PONDEROSA PINE -OAJ MOM 36 SOLUTE SIOE SRE pSG SG-Q43 Wm 37 110 1 1-34• LG PFH MOOD SCREW STEM 36 SS LOP RAIL Wm COMPOSITE 40 SltlC WE C41AK SILICONE 41 8- 10 . 1-1 ' PIASCREW FOR ITEU 34 SIM 42 lSoEU7E TOP d 80TTOM RML SC•043 om 43 18 1 ' LC PFH NM SCREW STEEL 50 1 4' 1 2-34' PIN GM OR RW SCREW STEEL 51 111 &a SC >e O.SS MOM 52 14' 1 3-3/4' ITW PFH CONCRETE SCREW STEEL 513 MASCWRY - J. M PSI M0l CONCRETE CG?018NIC TO ACI Jot OR HOLLOWBLOGLCONFOWNIGMAMCW5414' 1 3-1 4• mY PFH MNfAETE SCREW STEEL r55 1 3 16' 1 3-14' OW PM CONCRETE SCREW SIEII 56 ASIRAGIL SIRIXE PLATE STEEL IDLT--{ 4w7 ` • n TY2= pp o 9 ( M 2 so m° • 20 2 T 22 35 WOOD FRAME M° t o 5 d r FINGER JOINTED PONDEROSA PINE, SG=0.43 m sC n Z 0 W 3n INSWINGDOOR BOTTOMSWEEP 28 EXTRUDED VINYL. .080' WALL MAX. .034 WALL MIN. 2141' WOC pV Fo 0 14AWING SIDELITE 15 B T QMBOOT0.09 EXTRUDED VINYL WALL 5)SP r9 SELF ADJUSTING SADDLE THRESHOLD ALUMINUM/VINYL .045" WALL ALUM. 080' THK. WALL VINYL TYP. next• N.T.S. 0MC. Br. JK ew. sr LFS FL- 15000.2 1Z oril Florida Building Code Online Page 1 of 1 ProfessionalRegulation rr= SCIS Home i lap In i User Registration i Hot Topics 1 Submit Surcharge I Stats & Facts I Publications ! F8C Staff i SCIS Site Map I Unks Search i dbpr a® Product Approval USER: Public User et °`t"`suTa Product Acoroval Menu > ProduQ or Aoollcatlon Search > Application List Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assuraqce Entity ALL Product Model, Number or Name ALL Approved for use In HVHZ ALL Impact Resistant ALL Other ALL Search Results - Applications FL# 14634 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL E A Tvoe Manufacturer Validated By Status FL14634-R2 Revision Ply Gem Windows Category: Exterior Doors Subcategory: Sliding Exterior Door Assemblies Locke Bowden 334) 300-1800 Approved History Approved by DBPR. Approvals by DBPR shall be reviewed and rad0ed by the POC and/or the Commisslon If necessary. contact Us ;; 2601 Blair Smne 0.oad. Teliahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AMEEO employer. Coovrioht 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 mall to this entity. Inroad, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address If they have one. The ernalls 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 clldc D=. Product Approval Accepts: Credit Card Safe https://www.ftoridabui[ding.org/pr/pr—app—tst.aspx 11 /29/2017 Florida Building Code Online Page 1 of 2 RegulationProfessional r mrar:r SCiS Home I Log In I User Registration I Hot Topics ; Submit Surcharge I scats & facts I Publications I FSC staff I SCIS Site Map I Links I search l Product ApprovaldbprUSER: Publlt User Product Adoroval Menu > Product er Aooliutbn Search > Aoollcation Us t > Application Detail FL # FL14634-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archlved Product Manufacturer Ply Gem Windows Address/Phone/Email 433 N. Main St. Rocky Mount, VA 24151 614) 532-3596 Iuanne.harris@plygem.com Authorized Signature Adam Blomberg ablomberg@plygemwindows.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 10 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Hermes F. Norero, P.E. the Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Locke Bowden G Validation Checklist - Hardcopy Received Certificate of Independence FL14634 R2 COI COI PLY GEM SS 2015-02-19.Ddf Referenced Standard and Year (of Standard) Standard Year AAMA/NWWDA 101/I.S.2 1997 ASTM E 330 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://www.floridabui[ding.org/pr/pr_app_dtt.aspx?param=wGEVXQwtDgsw... 11 /29/2017 Florida Building Code Online Page 2 of 2 Date Submitted Date validated Date Pending FBC Approval Date Approved Date Revised 04/22/2015 04/30/2015 05/12/2015 06/23/2015 10/12/2017 FL to Model, Number or Name Description 14634.1 Builder Series 4780 Sliding Glass Door (XX) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14634 R2 II PGW063 SS 2015-01-02.0df Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +25/-50 Evaluation Reports Other: Without sill riser FL14634 R2 AE PER3054 SS 2015-01-02.odf Created by Independent Third Party: Yes 14634.2 Builder Series 4780 Sliding Glass Door (XX) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14634 R2 tI PGW063 SS 2015-01-02.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: With sill riser FL14634 R2 AE PER3054 SS 201S-01-02.29 Created by Independent Third Party: Yes 14634.3 Builder Series 4780 Sliding Glass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL14634 R2 II PGWO64 SS 201S-01-02.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +30/-30 Evaluation Reports Other: Non-relnforced. See Installation detail for available FL14634 R2 AE PER30S5 SS 2015-01-02.odf sizes and configurations. Created by Independent Third Party: Yes 14634.4 Builder Series 4780 Sliding Glass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL14634 R2 II PGW065 SS 2015-01-02.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +35/-35 Evaluation Reports Other: Reinforced. See installation detail for available sizes FL14634 R2 AE PER30S6 SS 2015-01-02.odf and configurations. Created by Independent Third Party: Yes 88cJt Nest Contact us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AMBO employer. Coovrieht 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 emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which an be made available to the public. To determine If you are a licensee under Chapter 4S5, F.S., please dick )+=. Product Approval Accepts: Credit Card Safe https: / /www.floridabui[ding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw... 11 /29/2017 INSTALLATION NOTES: 1. TWO (2) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN TOLERANCE OF IJ/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (l E., WITHOUT CONSWERATIONOF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. FOR INSTALLATION INTO WOOD FRAMING, USE #12 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/21NCH MINIMUM EMBEDMENT. 6. FOR INSTALLATION THROUGH 1X BUCK 70 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 70 STUCCO, FOAM, BRICK VENEER, AND SIDING. B. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. FOR GROUT FILLED BLOCK, DO M07INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE Of MORTAR JOINT INTO FACE SHELL OF BLOCK. 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF O.SS. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. MASONRY- STRENGTH CONFORMANCE TO ASTM C-90. MINIMUM COMPRESSIVE STRENGTH OF 1SO0 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 HVH2. AAMA/NWWDA 101/I5.2. 97 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X AND MEL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS 70 THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. DOOR FRAME MATERIAL• ALUMINUM 6063-T6 7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEET 4 FOR GLAZING DETAILS. B. DESIGNATIONS'X'AND'O'STANDFORTHEFOLLOWWG: X. OPERABLE PANEL O: FIXED PANEL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I A INSTALLATION GENERAL NOTES 2 ELEVATION 6 ANCHOR LAYOUT 3 VERTICAL SECTIONS 4 HORIZONTAL SECrTON5 6 GLAZING DETAA Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2015.01.0213:02:52-05'00' DESIGN PRESSURE RATING SIZE SML OPTION DESI6N PRESSURE MrssrLE IMPACT RATTING 96' X 96' W/O SILL 25/•50 PSF NOT RATED RISER 96' X 96' W/ SILL 50/-50 PSF NOT RATED RISER v° PLY GEMWINDOWS 43J N MAIN ST.. PO FOX S!1, KOM MOUNT, VA 24131 13N, 540411I-6349 M 5I04644403 1OIJ m v a W VW) LU C mmjq; 01 p g i OF 4 P° PLy GEMwnuows UNIIAW ST. 1O Ims", 11OClY MOUNT. VA 14151 1rc 510-44.049 M 540-4144"3 UNIT MAX. WIDTH 96.00• o D.LO. MAX PANEL MAX gWIDTH41.66' WIDTH 45.5' w 0 6 ti± 3 3 20 75' MAX O.C. TYP 6.00' MAX. FROM CORNERS TYP. W 0r c m G o or INSTALLATIONorANCHOR 6.00' MAX. FROM CORNERS TYP. G m U NIT D.L.O. PANEL MAX. MAX. E X. F X. X. MAX Z HEIGHT HEIHT HEIHEI6HT 00' 916' 96 95.00' H O 20.75' MAX. N w O. C. TYP. r t A C ELEVATION ANCHOR LAYOUT ° C T j: ul m mWNp p p CI y1 DW6 #: P& W063 SHEET 2 OF A X' •6 1 2 1/2' MIN. EDGE DISTANCE CONCRETE/MASONRY 40 P Ly-, G E M1/4* ELCO TAPCON WINDOWS INSTALLATION ANCHOR BY OTHERS 2 1/2' MIN. 41) hL A41M ST, F0 60X 5". CAULK BETWEEN EMBEDMENT WKY MOUM, VA 24151 CONCIIETE/MASONRY & IX WOOD DUCK BY OTHERS nt 540-4844349 FX -464-" 540 03 1/4* MAX. EXTERIOR FINISH r SHIM SPACE BY OTHERS PERIMETER CAULK 0ByOTHERS3/4* MIN EDGE T IX WOOD BUCK 12 WOOD SCREW DISTANCE W i 06ix 'to O.A. DOOR BY OTHERS INSTALLATION ANCHOR ul 0 W glowHE16HTSEEGLAZING DETAIL I Bd ROOFING NAIL INSTALLATION ANCHOR INTERIOR 2X WOOD FRAME By OTHERS ru OPTIONAL) EXTERIOR CAULK BETWEEN FIN a 2X WOOD STUD 11/2, MIN. in BY OTHERS EMBEDMENT CAULK BEHIND FLASHING 6 OVERVERTICALSECTION SHIM SPMAX.ACE NAILS BY OTHERS HEAD-CONCRETE/MASONRY EXTERIOR FINISH By OTHERSFPERIMETER V) CAULK z BY OTHERS O.A. DOOR z HEIGHT EXTERIOR V) INTERIOR EXTERIOR INTERIOR 1 SEE GLAZING Lu W R DETAIL ) v ICIC 10 HEIGHT SEE GLAZING DETAIL] PERIMETER CAULK C VERTICAL SECTION By OTHERS HEAD - 2X WOOD FRAME pp PERIMETER CAULK -7. BY OTHERS CONCRETE/MASONRY 2 1/2* MIN. BY OTHERS EMBEDMENT Z 1/4* ELCO TAPCON t INSTALLATION ANCHOR 2 1/2' MIN. EDGE DISTANCE V) x116Z EVERTICALSECTION z SILL. CONCRETE/MASONRY DW6, #: P&W063 SHEET. 3 OF 4 l 1 1/2, MIN. EMBEDMENT r SHIM SPACE 12 WOOD SCREW INSTALLATION ANCHOR L 3/4' MIN. EDGE DISTANCE 2X WOOD FRAME BY OTHERS Bd ROOFING NAIL INSTALLATION ANCHOR OPTIONAL) CAULK BETWEEN FIN 6 2X WOOD STUD BY OTHERS EXTERIOR FINISH BY OTHERS CAULK BEHIND FLASHING A OVER NAILS BY OTHERS PERIMETER CAULK BY OTHERS SEE GLAZING DETAIL I E HORIZONTAL SECTION 4 JAMS • 2X WOOD FRAME p HORIZONTAL SECTION INTERLOCK MAX. SP PLy GEMSHIMSPACE WINDUWS 2 1/2• MIN. 03 w MAW ST. PO BOX 5". EMBEDMENT XOM MOUNT, VA 14151 2 1/2• MIN. E06E DISTANCE PK%0.424• 146FX SW464•g83 QJ." vvZZ i 4 CONCRETE/MASONRY i w N BY OTHERS 1/4• ELCO TAPCON m 9 ae m1 INSTALLATION ANCHOR W SSG_ " p pdw5 c 5 CAULK BETWEEN IX WOOD BUCK 6 aou,Q aZ ' CONCRETE/MASONRY BY OTHERS F a m EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS m SEE GLAZING DETAIL 1 V) O.A. DOOR OWIDTH HORIZONTAL SECTION V JAMS •MASONRY/CONCRETE !- Lu q V o 5/8' O.A. INSULATED GLASS EXTERIOR T- INTERIOR 4nin I' ll . 75' GLASS = LL BITE % v :I d J ww v m • 7 f [` WW NOTE:F-d m2 JN GLAZING DETAIL 1 GLASS THICKNESS AND TYPE 10 S p "' _ ,` z SHALL COMPLY WITH ASTM E 130D DWG #: REQUIREMENT GLASS CHARTS. ^& ` , , O SHEET' 4 of 4 Florida Building Code Online Page 1 of 1 a RegulationProfessional a:rarITT SOS Home 1 Log In ; User Realstntlon 1 Hot Topers 1 Submit Surcharge I scats B Facts I Publications I FBC staff I SCIS Site Map I unks I search Rowa I' s Product Approval rr g.44eeee USER: Public UserdblwProduR Aooreval Menu US Product or Aoolicatlon Search > Application List Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use In HVHZ ALL Impact Resistant ALL Other ALL Sparrh Rpeultc - Annlirafinna FL# 9174 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL EIA Tvoe Manufacturer Validated By Status FL9174- R11 Revision Wayne -Dalton, a division of Overhead Door Corporation Kurt Dietrich PE Approved History Category: Exterior Doors 704) 564-6867 Subcategory: Sectional Exterior Door Assemblies ry', _ yr v _ ryry,x ..r vLtrh >•,.,, ua ,-e..w r u,e rah. tuna/.' are aAmm—o" n necessary. Contact Us :: 2601 Blair Stan@ Road. Tallahassee FL 32399 Phone: BSO-487-1624 The State of Florida Is an AA/EEO employer. Cooyrtoht 2007-2013 State of Florida.:: Privacy Statement :: AacesSiblllty Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mall address Messed In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact BSO.487.139S. -Pursuant to Section 4SS.27S(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for off lcial communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 4SS, F.S., please click JIM. Product Approval Accepts: Credit Card Safe https: // www.floridabui[ding.org/pr/pr_app_lst.aspx 11 /29/2017 Florida Building Code Online Page 1 of 6 ProfessionalRegulation ra SCIS Home I Log In 1 User Registration I Hot Topics submit surcharge I Stars Q Fads I Publications I FBC staff I SCIS site Map i Links I Search i Y b1 Product Approval IUSER: Public User Product Aooroval Menu > Pmduet er Aoolkatbn Search > Aeolkation List > Application Detail FL # FL9174-R11 Application Type Revision Code Version 2014 Application Status Approved Comments set to re -apply per applicants request 4/28/15-rb Archived Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850)475-6197 Mark_Garon@Overheaddoor.com Authorized Signature Greg Taylor gtaylor@Wayne-Dalton.com Technical Representative Greg Taylor Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850)474-9890 gtaylor@wayne-dalton.com Quality Assurance Representative Address/Phone/Emall Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed John E. Scates the Evaluation Report Florida Ucense PE-51737 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 06/27/2038 Validated By Kurt Dietrich PE Validation Checklist - Hardcopy Received Certificate of Independence FL9174 R11 COI Cart of Ind Scates 2011 s.odf Referenced Standard and Year (of Standard) standard DASMA-108 DASMA-115 Equivalence of Product Standards Certified By Sections from the Code Year 2002 2005 https: //www.ftoridabuitding.org/pr/pr_app_dtt.aspx?param=wGEVXQwtDqufI... 11 /30/2017 Florida Building Code Online Page 2 of 6 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method 1 Option D 04/06/2015 04/28/2015 05/04/2015 06/23/2015 08/11/2017 SummarV of Products FIL !a Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL 9174 R11 11 0228 318958 P7.odf Approved for use outside HVHZ: Yes FL9174 R11 11 Track Supplement Chart P10.odf Impact Resistant: Yes FL9174 Rll 11 WDJambSuoolementPl6 s.odf Design Pressure: +26.90/-30.80 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 6S3.odf FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 1111 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.2 5120 / 6100 / 9100 #0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 11 0229 318959 P8.odf Approved for use outside HVHZ: Yes FL9174 R11 11 Track Supplement Chart P10.odf Impact Resistant: No FL9174 R11 11 WDJambSuoolementP16 s.odf Design Pressure: +15.30/-17.00 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure Is designed as partially enclosed or door is a FL9174 1111 AE ASTM A 6S3.odf replacement door. FL9174 Rii AE Eval Rent 9100 ri s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Parry: Yes 9174.3 5120 / 6100 / 9100 #0230 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 RiI If 0230 318960 P10.odf Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.odf Impact Resistant: Yes FL9174 R11 II WDJambSuoolementP16 s.odf Design Pressure: +25.90/-28.80 Verified By: John E. Scates P.E. FLORIDA PE S1737 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 6S3.odf FL9174 R11 AE Eval Rent 9100 ri s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.4 5120 / 6100 / 9100 #0231 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 Il 0231 318996 PS.odf Approved for use outside HVHZ: Yes FL9174 R11 11 Track Suoolement Chart P10.odf Impact Resistant: Yes FL9174 R11 11 WDJambSuoolementP16 s.odf Design Pressure: +30.00/-33.50 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 R11 AE ASTM A 653.odf replacement door. FL9174 R11 AF Eval Rent 9100 ri s.odf FL9174 1111 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.5 5120 / 6100 / 9100 #0234 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 Il 0234 319022 PS.odf Approved for use outside HVHZ: Yes FL9174 R11 II Track Suoolement Chart P10.odf Impact Resistant: Yes FL9174 1111 II WDJambSupolementP16 s.odf Design Pressure: +43.20/-49.60 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third Party: Yes https://www.ftoridabuiLding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqufI... 11 /30/2017 Florida Building Code Online Page 3 of 6 Evaluation Reports FL9174 R11 AE ASTM A 6S3,odf FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.6 5120 / 6100 / 9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 023S 319023 P6.odf Approved for use outside HVHZ: Yes FL9174 RI I It 319040 P1 Post,odf Impact Resistant: Yes FL9174 Rl1 tt Track Suoolement Chart P10.odf Design Pressure: +39.20/-43.70 Other: FL9174 Rll tl WDlambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 6S3,odf FL9174 1111 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.7 5120 / 9100 #0232 18' Max width. 8'-9" Max height. Max section height 21'. Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rli 11 0232 318999 PS,odf Approved for use outside HVHZ: Yes FL9174 R11 11 Track Supplement Chart PI0,odf Impact Resistant: No FL9174 R11 It WDlambSuoolementPl6 s.odf Design Pressure: +12.40/-13.80 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door Is a FL9174 RI AE ASTM A 653,odf replacement door. FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s,odf Created by Independent Third Party: Yes 9174.8 5120 / 9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rli if 0233 319000 PS.odf Approved for use outside HVHZ: Yes FL9174 RI 11 Track Supplement Chart P10,odf Impact Resistant: No FL9174 R11 li WDlambSuoolementPl6 s.odf Design Pressure: +18.50/-20.70 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure Is designed as partially enclosed or door Is a FL9174 Rli AE ASTM A 6S3.odf replacement door. FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 Rll AE FL09174 r9 Affirmation for FBC Sth 2014s,odf Created by Independent Third Party: Yes 9174.9 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21'. Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rif It 0236 319024 P6,odf Approved for use outside HVHZ: Yes FL9174 RI I It 319040 P1 Post.odf Impact Resistant: Yes FL9174 RI 11 Track Supplement Chart P10,odf Design Pressure: +30.00/-33.50 FL9174 Rll It WDlambSuoolementP16 s.odf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 RI AE ASTM A 6S3.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 1111 AE FL09174 r9 Affirmation for FBC Sth 2014s,odf Created by Independent Third Party: Yes 9174.10 5120 / 9100 #0237 18' Max width. 8' Max height. Max section height 21'. Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rll II 0237 31902S P6.odf Approved for use outside HVHZ: Yes FL9174 1111 11 319040 PI Post,odf Impact Resistant: Yes FL9174 III tl Track Suoolement Chart P10,odf Design Pressure: +39.20/-43.70 FL9174 R11 tl WDlambSuoolementP16 s.odf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 RI AE ASTM A 6S3,odf FL9174 R11 AE Eval Rent 9100 ri s.odf FL9174 Rii AE FL09174 r9 Affirmation for FBC Sth 2014s,odf Created by Independent Third Party: Yes 9174.11 https://www.floridabuilding.org/pr/pr_app_dtt.aspx?param=wGEVXQwtDqufl... 11 /30/2017 Florida Building Code Online Page 4 of 6 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24". Glazing 0600 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 11 0600 319026 P4.odf Approved for use outside HVHZ: Yes FL9174 R11 11 Track Supplement Chart P10.odf Impact Resistant: No Design Pressure: +26.90/-30.80 FL9174 R11 11 WD3ambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure Is designed as partially enclosed or door Is a FL9174 R11 AE ASTM A 6S3.odf replacement door. FL9174 R11 AE Eval Rent 9100 ri s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.12 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 0601 available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 lI 0601 319027 P4.odf Approved for use outside HVHZ: Yes FL9174 R11 II Track Suoolement Chart P10.odf Impact Resistant: Yes Design Pressure: +41.00/-46.30 FL9174 Rll 11 WD]ambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 1111 AE ASTM A 6S3.odf FL9174 R11 AE Eval Reot 9100 ri s.odf FL9174 Rl l AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.13 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0602 available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 i1 0602 319029 PS.odf Approved for use outside HVHZ: Yes FL9174 R11 li Track Supplement Chart P10.odf Impact Resistant: No Design Pressure: +15.30/-17.00 FL9174 R11 11 WD]ambSuoolementPl6 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used In the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure Is designed as partially enclosed or door Is a FL9174 R11 AE ASTM A 6S3.odf replacement door. FL9174 R11 AE Eval Reot 9100 r1 s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.14 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24'. Glazing 0603 available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 li 0603 319029 PS.odf Approved for use outside HVHZ: Yes FL9174 R11 ti Track Supplement Chart P10.odf Impact Resistant: No FL9174 R11 11 WD]ambSuoolementP16 s.odf Design Pressure: +23.00/-25.00 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door Is a FL9174 R11 AE ASTM A 6S3.odf replacement door. FL9174 R11 AE Eval Reot 9100 ri s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.15 5120/5140/6100/9100/9400/9600 16' Max width. 8' Max height. Max section height 24" Glazing 0604 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 11 0604 319030 PS.odf Approved for use outside HVHZ: Yes FL9174 R11 II 319040 P1 Post.odf Impact Resistant: Yes FL9174 Rif li Track Suoolement Chart P10.odf Design Pressure: +39.20/-43.70 FL9174 R11 11 W03ambSupplementP16 s.odf Other: Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.pdf FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.16 5120/5140/6100/9100/9400/9600 18' Max width. 10' Max height. Max section height 24". Glazing 0605 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 1111 If 060S 319031 P4.odf Approved for use outside HVHZ: Yes FL9174 R11 ii Track Suoolement Chart P10.odf Impact Resistant: No FL9174 R11 II WD]ambSuoolementPl6 s.odf Design Pressure: +15.30/-17.00 Verified By: John E Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used In the Created by Independent Third Party: Yes https: //www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqufI... 11 /30/2017 Florida Building Code Online Page 5 of 6 wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door Is a FL9174 R11 AE ASTM A 6S3.pdf replacement door. FL9174 R11 AE Eval Rent 9100 rl s.odf F19174 1111 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.17 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 Installation Instructions Approved for use in HVHZ: No FL9174 R11 It 0606 319032 P6.odf Approved for use outside HVHZ: Yes FL9174 R11 II 319040 P1 Post.odf Impact Resistant: No FL9174 1111 II Track Supplement Chart P10.odf Design Pressure: +30.00/-33.50 FL9174 Rll II WD]ambSunplementP16 s.odf Other: Doors with glazing shall not be used In the Verified By: John E Scates P.E. FLORIDA PE 51737 wind-borne debris region unless protected or unless Created by Independent Third Party: Yes structure is designed as partially enclosed or door Is a Evaluation Reports replacement door. FL9174 III l AE ASTM A 6S3 j& FL9174 Rll AE Eval Reot 9100 rl s.odf FL9174 Rll AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.18 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Solid only - 0609 no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rll 11 0609 31903S PS.ndf Approved for use outside HVHZ: Yes FL9174 R11 It 319040 Pi Post.odf Impact Resistant: Yes FL9174 1111 It Track Supplement Chart P10.odf Design Pressure: +39.20/-43.70 FL9174 R11 lI WDJambSunolementPl6 s.odf Other: Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 6S3.odf FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.19 S140/6100/9400/9600 #0608 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 Il 060R 319034 13Cadf Approved for use outside HVHZ: Yes FL9174 R11 It Track Supplement Chart P10.odf Impact Resistant: No FL9174 1111 If WD3ambSuoolementP16 s.odf Design Pressure: +18.50/-20.70 Verified By: John E Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used In the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure Is designed as partially enclosed or door Is a FL9174 R11 AE ASTM A 653.0df replacement door. FL9174 RII AE Eval Rent 9100 rl s.odf FL9174 Rll AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.20 5140/9400/9600 #0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 tI 0607 319033 PS.odf Approved for use outside HVHZ: Yes FL9174 R11 tI Track Suoolement Chart P10.odf Impact Resistant: No FL9174 Rll tl WDJambSuool@mentP16 s.odf Design Pressure: +25.90/-28.80 Verified By: John E Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used In the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure Is designed as partially enclosed or door is a FL9174 R11 AE ASTM A 6S3.odf replacement door. FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Parry: Yes eakk Wert contact Lis :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: BSO-497-1924 The State of Florida B an AA(EEO employer. copyright 2007-2011 State of Florida.:: Pdvacv Statement :: Aeoessiblllty Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 8S0.487.139S. 'Pursuant to Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under chapter 4SS, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which an be made available to the public. To determine If you are a licensee under chapter 4SS, F.S., please dick bey. Product Approval Accepts: IRM https://www.floridabui[ding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqufI... 11 /30/2017 maim - 1. SHORT GLAZED PANEL OPTION - .090' MINIMUM SSB GLAZING IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF (6) jB.l' SCREWS INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS DRAWNC. GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 13.75' AND A MAXIMUM LENGTH OF 16.75'. GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR WIND-BORNE DIEBRIS RECION3. 2. LONG GLAZED PANEL OPTION - NOT AVAILABLE WITH THIS OPTION COOL 3. VINYL OR WOOD DOOR STOP NALED A MAXIMUM OF 6' O.C. MUST OVERLAP TOP AND BOTH DOS OF PANELS MINIMUM 7/18' TO MEET NEGATIVE PRESSURES' 4. KEY LOOK, SLIDE LOCKS. OR OPERATOR REQUIRED. 5. SECTION SHALL BE CONSTRUCTED WITH FOAMED IN PLACE POLYURETHANE FOAM INSULATION CHEMICALLY BONDED TO 30 CA MINIMUM/ FACER STEEL AND A POLYWANATE OR 32 CA STEEL BACKER. END CAP TO HAVE A MINIMUM 1.4' DEPTH. 6. THE DESIGN OF THE SUPPORTING STRUCTURAL ELDIENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. 7. DOOR JAMB TO BE MINIMUM 2a6 STRUCTURAL GRADE LUMBER REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE. LOUVER OPTION - .040' MINIMUM LOUVERS IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF (6T j80' SCREWS INSTALLED IN THE BOTTOM SEC . LOUVERS ARE NOT IMPACT RESISTANT AND 00 NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS LOUVERED SECTION REQUIRES OPERATOR STILE TO BE FACTORY INSTALLED AT THE CFNTIRUNE OF THE DOOR. 13 CA HORIZ ANGLE CA MC ANGLE i8 GA MIN MORIZ— TRACK s/1e.1-s a• LAC SCRtWS MIN 3 AS SHOWN) 16 CA MIN VERT TRAO( s/taMl-5/8' u SCREW AT EACH JAMB BRACKET 20iN/16' TRACK A D 1/4-20 HEX T EACH JB JAMB BRACKET LOCATION EN15CASTIFF JAMB BRACKETS SEE SCHELOULE FOR AMITY, LOCATION, AND TYPE OR 9KDE L NOT REQUIRED SEE NOTE LOG( SHOWN FOR CLARITY 4) SECTION SOLID AN. SEE SHEET 2 AR LOCATIONS ON OTHER SECTION AND SEE NOTE 1 SF EET FOR GLAZING OPTIONS TH 13 1/ 4 BOLT NUT A OU ENDS KEY LOCK BOTH WITH OPERA 4). SUDE NOTE, DOOR SH FOR U-B DOORS WI QUANTITIES ON THIS SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX DOOR DOOR UNIFORM LOAD EACH JAMB (PLF) WIDTH 16'- 0' ALL 207.2 14'- 0' ALL Ia1.3 -201.6 12'- 0' ALL 155.+ -172.a 10'- 0' ALL 129.5 -144.0 SEE U-BAR NOTE ON SHEET 2 FOR U-BAR INSTALLATION REVISIONS 7[ ADDED SUPERIMPOSED CN PRESSURE TOADS f SUPPORTING UCTURE AND 6FIED NUMBER OF TENERS AND CENTER ES REQUIRED FOR iOWER DOOR WD1HS. 5/ 10/06 MODIFIED NOTE a TO TE THAT LOUVERS NOT IMPACT STANT. 6/ 6/07 NOTE, ( 5) CENTER HINGES PER JOINT REQUIRED ON DOOR WOTHS CREATER THAN 12'- 0-. (3) CENTER HINGES PER JOINT REQUIRED ON DOOR WDTHS LESS THAN OR EQUAL TO 12'-0'. JAMB BRACKET SCHEDULE COR SEOOR NC11011SNO. OF JAMB BRACKETS EACH JAMB) TYPE LOCATION OF CENTERUNE OF JAMB BRACKETS MEASURED FROM BOTTOM OF TRACK (ALL DIMENSIONS 3 27 4 8 01 JB 13 01 , 25-I 2 JB 34 JB , 4S-1 4 01, 63 JB Er-ol 4 6 FAT JB 10' JB , 21-3 4' JB , 29-J 4' JB , 42' JB , 63-1 4' JB s a 01 JB 1301, 23' JB , 34' JB , 47-1 4' Q , 56' JB 6Y Q , 7s' JB s 8 FAT JB 10JB , 21-3 4' JB , 29-7 4' JB , 4aJB , 57-1 4 JB , 66JB ,-1 2'B DH UFT PITCH SEE NOTE BELOW IlviLL JB) FOLLOWING DIMENSION DENOTES SLOTTEDJAMBBRACKET ATTACHED TO TRACK WIN 1/4-20X9/16- TRACK BOLT AND NUT. CI) FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK. ALL DOORS WIN HIGH LIFT, ROOF PITCH, AND/OR GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS, STATIC PRESSURE RATINGS APPROVED SIZES SC Wayne® DESIGN (PSF): +25.90/- 28.80 MAX WIDTH: 16'-0' TEST (PSF): +3&85/-43. 20 MAX HEIGHT: 8'-9' f(:H JINN E. SCAT MonIMPACT/ CYCLIC RATED (YES/NO): NO MAX SECTION HEIGHT: 21' 3121 FNROATE PE oa MODELS 5140/9400/9600M1 Pt 6173E 171 K 36306/2203 A, gN90N OF OVERHEAD DOOR COR FnaEssaK ENONEER's SEAL PRo% wED any FIR PENSA°COL.AAO°FFLORIDDA 322514 WINDLOAD SPECIFICATION OPTION CODE 0607 VERFICAYMN DF w140LOAD (XNSOIIICRa IETAISa80474-2890 CKET SCHEDULE FOR OPTION. ADDED LHR CK DETAIL SHEET 2. 4/ 17/DD ADDED TEXAS LICENSE IBER TO TITLE BLOCK. NGED LOUVER NOTE. TEASED MAX HEIGHT 8'-9'. ADDED HIGH AND ROOF PITCH CK NOTE. 4/29/09 UPDATED TITLE BLOCK 5/4/ 10 1 1 3/B/D6 CRT ED 4/6/06 MRB SHEET 1 OF 2 DRAWING PART'N0. I REV. 319033 P5 13 CA ADJUSTABLE TOP PLACE U-BAR OVER INTEGRAL RIO 13 CA ADJUSTABLE FIXTURE ATTACHED TO WITH THE (8) PRE -PUNCHED TOP FIXTURE PRE -PUNCHED HOLES HOLES EACH END FACING UPWARD IN BOTTOM OF U-BAR / AND ATTACH THRU END CAP AT WITH (2) 1/4-INS/8' EACH END NTH (2) 1/4-14 7 CMMPTITE SCREWS SELF DRILLING CRIMP111EREWS FOR STANDARD TRACK AND (3) 0 1/4-14x7/B' SELF DRILLING CIMP177E SCREWS FOR LOW HEADROOM TRACK (2 OF WHICH °. ARE USED TO ATTACHED THE TOP BRACKET AS SHOWN). DETAIL A LOW HEADROOM TRACK DETAIL A 13 GA ROLLER SLIDE ATTACHED TO PRE -PUNCHED HOLES IN TOP OF U-BAR PLACE U-BAR OVER INTEGRAL RIB WITH WITH (2) / 4-14x5/8' CPoYP717E SCREWS THE ((B) PRE -PUNCHED HOES EACH ENO USE VIHOLE IN SLIDE TO ENSURE FACING UPWARD AND ATTACH THRU ENO PROPER ALIGNMENT OF ROLLERS CAP AT EACH END WITH 2 1/4-14x7/8' SELF DRILLING CRIMPTITE WS 15 CA HINGE ATTACHED EXCEPTION: U-BAR PLACED OVER TOP WITH ( 4) 1/4-14x5/8' RIB ON THE BOTTOM SECTION SHALL ONLY CRIMP117E SCREWS (2 OF BE ATTACHED THRU END CAP AT EACH WHICH ARE FACTORY END WITH (1) 1/4-14Y7/B' SELF DRAWING ATTACHED) CROAP717E SCREW LOCATED ON THE BOTTOM FLANGE OF THE U-BAR HOM- DUE TO CLEARANCES REQUIRED TO 2' NYLON STORMCARD INSTALL SCREWS AT THE ENDS OF THE ROLLER WITH U-BARS ALL U-BARS SHALL BE 4- 1/2' S7EL IN TALLIED ON SE TIONS T DETAIL B INSTALLING ROLLER SLIDES AN RXTURE ON THE U-BARS SEE ATTACHMENT NOTES ON THIS SHEET. 18 CA HINGE ATTACHED CE U-BAR OVER WITH ( 6) 1/4-20xS/B'y RIB AND CRIMPn7E SCREWS (2 OF f WTEG(RA)LA87TACH CRMPTITE SCREWWS 119HU WHICH ARE FACTORY PRE -PUNCHED HOLES AT ATTACHED, 3 OF N19CH R EACHINTERMEDIATEHINGE INTO TOP LEAF' ARE FIELD I:: LOCATION THRU FIANCE WHICH IS FlLLED OF U-BAR AND BOTTOM HINGE LEAF AND 1 THRU 7HRUPRE -HOLE WEB OF U-BAR AND INU-BAR DETAIL C INTEGRAL RIB OF SECTION) 12 CA BOTTOM BRACKET FACTORY ATTACHED WITH / 'D LACE U-BAR OVER INTEGRAL RIB WITH CRI1/4-14X5/6' NOTCH 00%14 TO CLEAR BOTTOM cRIMPTIIEBRACKET AND ATTACH THRU END CAP 1 AT EACH END WITH (1) 1/4-14x7/5' 1` SELF DRILLING (RWPTITE SCREW AS SHOW11 AND USE (1) 1/4-14x7/B' SELF DRIUJNC CIMPTITC 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' CRIMPATE SCREW AT ALL OTHER PRE - PUNCHED HOLE LOCATIONS JOM C SKATES. PE 3121 FNRGATE DR. CAWAUTOH. TX ?WW FL PE 31737 TX PE 38306/F22W PRO/ ESLONAL 04 NOOVS SEAL PROVM ONLY FOR VEWICKT10N OF WIa.OAD CONSTRUCTION OETAOS Wayne® Batton DIVISION OF OVERHEAD DOOR C 3395 ADDISON DRIVE PENSACOA FLORIDA 32514 REVISIONS 1 ADDED SUPERIMPOSED ESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE AND Amnm NUMBER OF ASTENERS AND CENTER WGES REQUIRED FOR ARROWER DOOR WIDTHS. B 5/10/06 2 MODIFIED N07E B TO TATE THAT LOUVERS E NOTIMPACT ESISTANT. 6/ 8/07 ' 3 MODIFED JAMB RACKET SCHEDULE FOR 5) SECTION DOORS AT OPTION. ADDED LHR WITH ( 8) 3'. 18 GA ACK DETAIL SHEET 2. 4/ 17/06 80KSit -BARS LOCATED OVER 4 ADDED TEXAS LICENSE INTEGRAL RIBS AS UMBER TO TITLE BLOCK. SHOWN ANCED LOUVER NOTE. NCREASED MAX HEIGHT 4) SECTION DOORS 0 B'-9'. ADDED HIGH WITH ( 5) 3% 18 CA, FT AND ROOF PITCH 80 NA U-BARS ACK NOTE. LOCATED OVER T 4/22/09 INTEGRAL RIBS AS SHOWN 5 UPDATED TILE BLOCK 5/ 4/10 U- RAR ATTACHMENT NOTES 1. ALL U-BARS SHALL BE PLACED OVER INTEGRAL RIBS MID ATTACHED 7HRU PRE -PUNCHED HOLES WITH ( 2) 1/4-14X5/8' CRIMPn7E SCREWS AT EACH IM70 EDIA7E HINGE LOCATION, 2) 1/4-14x7/8' SELF DRILLING CHBIPTITE SCREWS AT EACH END CAP EXCEPT BOTH u-BARS ON BOT7oN SECTION - SEE DETAIL B AND D THIS SHM71 (2) 1/4-1415/B' CIMP711E SCREWS APPROXIMATELY MIDWAY BETWEEN END OF DOOR AND INTERMEDIATE TINGE LOCATION, AND ( 1) 1/4-14x5/6' CRUIPTITE SCREW APPROXIMATELY 8' FROM EACH END. FOR DOOR WIDTHS GREATER THAN 12'-O', THERE SHALL BE A TOTAL OF (20) SCREWS ATTACHING EACH U-BAR EXCEPT 130TH U-BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (18) SCREWS EACH. FOR DOOR WIDTHS LESS THAN OR EQUAL TO 12'-0'. THERE SHALL BE A TOTAL OF 16 SCREWS ATTACHING EACH U-BAR EXCEPT BOTH u-BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (14) SCREWS EACH. 2. WITH THE EXCEPTION OF THE (8) PRE -PUNCHED HOLES IN THE TOP OF EACH END USED FOR ATTACHMENT OF THE ROLLER SLIDES AND THE (6 PRE - PUNCHED HODS W THE BOTTOM OF EACH END USED FOR THE ATTACHMENT OF THE 70P FIXTURE AND UNLESS NOTED OTHERWISE ON THIS SPECIFICATION DRAWING ALL PRE -PUNCHED HOLES IN ALL U-BARS SHALL BE ATTACHED TO THE DOOR WITH 1/4-14x5/8' CRIMPTITE SCREWS. a 18 CA U-BARS SHALL BE STAMPED '46' APPROXIMATELY 8' FROM EACH END. STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: A ESIGN ( PSF): +25.90/-28.80 MAX WIDTH: 16,-0' DATE NAME MT ( PSF): +3a85/-43.20 MAX HEIGHT: 8'-9' DRAWIV 3/8/06 CRT PACT/ CYCLIC RATED (YES/NO): NO MAX SECTION HEIGHT: 21' jOiECKMI 4/6/06 MRS MODELS 5140/9400/9600 SHEET 2 OF 2 DRAWING PART N0. REV. WINDLOAD SPECIFICATION OPTION CODE 0607 319033 P5 14" MAX 1 12" MAX 12" MAX I I 12" r MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. JONN E. SCATES. PE 3111 FNRGATE DR. CAMNUTON, 111 7SOD7 FL PE 51737 TX PE 38308/722D.1 PROFESSIONAL ENONFJ7F3 SEAL PROVIDED ONLY FOR VERFCATION OF VAIULOAD CONSTRUC7111N DETAM PLATE LOCATION HEDULE CLIP DETAIL CLIP LOCATIONS SEE SCHEDULE TRACK 13 GA MIS CONTINUOI WALL ANG 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1/4" X 7/16 SEMI TUBULAR RIVITS - 11 GA MIN CLIP SEE SCHEDULE- RSW/>-- o- 13 GA MIN CONTINUOUS WALL ANGLE PA kCK 1/4"-20 TRACK CARRIAGE BOLT 1-11/4"-20 NUT TYPICAL CLIP BOLTING DETAIL TRACK 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CLIP RIVETING DETAIL 11 GA MIN CLIP SEE SCHEDULE 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK TYPICAL CLIP WELDING DETAIL DESIGN PRESSURE CHART MAX DODOT1Ri MAX PSF WI 9'-0" 46.0 PSF -52.0 PSF 16'-0" 46.0 PSF/-52.0 PSF 18'-0" 46.0 PSF -52.0 PSF REVISIONS 2 INCH CK-CUPS-TEXAS 1 ANGLE 12 FOOT HATED 5/11/03 UPDATED FORMAT. 2EASED ALLOWABLE SSURES TO I.00/-52.00 PSF FOR DOOR WIDTHS. 1NGED "TEXAS WALL LE* TO *CONTINUOUS J. ANGLE ADDED ISTRATE MOUNTING AIL CHANGED TO N HD ANCHORS 4/2/07 CHANGED FORMAT. IED MODELS 98DO 1 8D24 WITH OVERLAY TRACK CUP IEDULE. 8/21/07 UPDATED MODELS IED IN CHARTS. HATED SPLICE k CUP 10/05/07 UPDATED CHARTS TO IINATE THE USE OF 08 CUP (REPLACED 4 +9 ACROSS THE KRo). ID/24/07 UPDATED STEEL JNTING DETAIL 104/11/08 EXPANDED 1-1/2- TO 1/8- DOOR THICKNESS 1RT UP TO W HIGH. 12/11/08 UPDATED TITLE ICK r 6/2/10 wage® DRAWN DATE 8/21/07 NAME CRT IN CHECKED 0/21/07 MRB 3395 ADDISON DRIVE P 1( 850)A4 4FLRIDA098903251a SHEET 1 OF 2 DRAWING PART NO. 307494 REV. P10TRACKSUPPLEMENTCHART 2 3/4" f1" EDGE DIST E60XX MIN N1 8 2-21 1/8 V 2-24 MIN 3/16" JE STEEL FOR 5/16" x 1-5/8" WALL ANG LAG SCREW OR EQUIVALENT INTO MIN 2 x 6 NO.2 TRACK CU SPF (G=0.42) OR - BETTER AT EACH 1/4-2Ox9 HOLE OR -PAIR OF TRACK BO HOLE LOCATIONS 1/4-20 H MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL WITH MIN. (1) 1/4-200/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDIN( e CONCRETE MOUNTING DETAIL J[NN C SCATE% PE 3121 FAIRDATE DII. CARROLLTON. TX 750D7 FL PE 31737 TX PE SO30S/F220J PROFESSKNAL ENQMM S SEAL PRONDED ONLY FOR WRFICAT10N OF MI I.OAD CONSTRUCTION DETAILS 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1 /4-20x9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP C . AND SPLICE PLATE -SCHEDULE MODELS 8024 8124 WITH DECATRIM OVERLAY (2-1/2' THICK DOORHEIGH CLIP #'S FROM BOTTOM TO TOP SPLICE # 7'-0" 7, 9, 9, 9, 9, 11 16 8'-0" 7, 9. 9, 9, 9, 11, 11 16 9'-0" 7, 9, 9, 9, 9, 11. 11, 11 18 10'-0" 7,9,9,9,9,11,11.11,13 18 11' - 0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13 20 12'-0" 7, 9, 9. 9. 9, 11. 11. 11, 13. 13. 13 20 13'-0- 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22 14'- 0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13. 13, 13 22 MODELS 5200 8000 8024 8100 8124 8500 2 THICK DOOR HEIGHT CLIP #'S FROM BOTTOM TO TOP SPLICELATE 7'-0" 5. 6. 6. 7. 7. 9 12 8'-0" 5. 6. 6. 7, 7. 9, 9 12 9'-0" 5, 6, 6, 7, 7, 9, 9. 9 14 10'-0" 5. 6, 6. 7, 7, 9, 9, 9, 11 14 11'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11 16 12'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11. 11, 11 16 13'-0" 5, 6, 6, 7, 7. 9, 9, 9, 11, 11, 11, 13 18 14'-0" 5. 6. 6. 7. 7. 9. 9, 9, 11. 11, 11. 13. 13 18 MODELS 6100 8300 8700 (1-3/8" TO 1-5/8" THICK DOORHEIGH CLIP #'S FROM BOTTOM TO TOP PAID 7'-0" 4, 4, 4, 4, 5, 6 8 8'-0" 4, 4, 4, 4, 5, 6, 6 8 9'-0" 4, 4, 4, 4, 5, 6, 6, 7 8 10'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7 8 11'-0" 4, 4. 4, 4, 5, 6, 6. 7. 7, 9 10 12'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9 10 13'-0" 4. 4. 4, 4, 5, 6, 6, 7, 7. 9. 9, 9 12 14' - 0" 4. 4, 4, 4, 5, 6, 6, 7, 7, 9. 9, 9, 9 12 MODELS 9100 9400 9600 9700 9800 1 THICK DOORHEIGH CLIP #'S FROM BOTTOM TO TOP SPLICE # 7'-0" 4, 4, 4, 4, 4, 4 6 8'-0" 4, 4, 4, 4, 4, 4, 4 6 9'-0" 4, 4, 4, 4, 4, 4, 4, 4 6 10'-0" 4, 4, 4, 4, 4, 4, 4, 4, 4 6 REVISIONS I NCUPS -TEXAS ANGLE 12 FOOT 48.00/-52.00 PSF FOR LL DOOR WIDTHS. 4ANCED 'TEXAS WALL NGLE' TO 'CONTDJUDUS ALL ANGLE'. ADDED J85TRATE MOUNTING rul. diANCED ro TEN HD ANCHORS RT 4/2/07 IED MODELS 980D 18024 WITH OVERLAY TRACK CUP IEDULE. 8/21/07 UPDATED MODELS IED IN CHARTS IATEO SPLICE & CUP IEDULES. 9/05/07 UPDATE MOUNTING AIL ORAVANGS. r 10/05/07 UPDATED CHARTS TO AWATE THE USE OF I}8 CUP (REPLACED H 19 ACROSS THE 1RD). 10/24/07 104/11/08 E ANDED 1-1/2' TO 8' DOOR THICKNESS AT UP TO 14' HIGH. 12/11/08 6/2/10 Wagnc® DATE I NAME Balton DRAWN 8/21/07 1 GRT CHECKED 8/21/07 1 MRS SHEET 2 OF 2 3395 ADDISON DRIVE P°1 850)A474 09890 32514 DRAWING PART NO. 307494 I REV. P10TRACKSUPPLEMENTCHART A Division of Overhead Door Corporation Jamb Connection Supplement This document provides a series of connection schedules and basic detailing concepts for the connection of garage door jambs to building frames with the use of various fasteners. DASMA Technical Data Sheet TDS-161 may be used as an alternate to this document. P/N 324620 Rev. P16 SCHEDULEI 5/16" DIAMETER LAG SCREWS MAXIMUM SPACING OF LAG SCREWS PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY - ass DOUGLAS FIR SPECIFIC GRAVITY - 0.46 SPF SPECIFIC GRAVITY - 0.42 LOAD PER JAMB L NOTE 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 22 240 24 24 20 260 24 22 19 280 24 20 17 300 24 19 16 320 22 18 15 340 21 16 14 360 20 16 13 380 19 15 13 400 18 14 12 420 17 13 11 440 16 13 11 460 15 12 10 480 15 12 10 500 14 11 10 520 14 11 9 540 13 10 9 560 13 10 8 580 12 9 8 600 12 9 8 620 11 9 8 640 11 9 7 660 11 8 7 680 10 8 7 700 10 8 7 720 10 8 6 740 9 7 6 760 1 9 7 6 780 9 7 6 800 9 7 6 No. 51737 O STATE OF 40ppo•.!ROR%QP p . 1/1'" f ONA- ```` 111 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 SCREWSAS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) LAG SCREWS PER JAMB. LAG SCREWS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD - 30psf DOOR WIDTH - 16ft LOAD PER JAMB - 30psf x 16ft/2 = 240lb/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x4 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >-0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. MINIMUM EDGE DISTANCE SHALL BE 1/2% MINIMUM FASTENER SPACING SHALL BE 1-1/2", AND ALL HOLES SHALL BE PRE -DRILLED TO PREVENT SPLITTING. 8. LAG SCREWS SHALL CONFORM TO ANSI / ASME STANDARD B18.2.1. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:56:33-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 7SO07 FL PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULE2 16d COMMON WIRE NAILS AND 16d THREADED HARDENED -STEEL NAILS MAXIMUM NAIL SPACING PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY - 0.55 DOUGLAS FIR SPECIFIC GRAVITY - 0.46 SPF SPECIFIC GRAVITY - 0.42 LOAD PER JAMB LB/FT NOTE 3 100 24 24 19 120 24 20 16 140 21 17 14 160 18 15 12 180 16 13 10 200 15 12 9 220 13 11 8 240 12 10 8 260 11 9 7 280 10 8 7 300 10 8 6 320 9 7 6 340 8 7 n/a 360 8 6 n/a 380 7 6 n/a 400 7 6 n/a 420 7 n/a n/a 440 6 n/a n/a 460 6 n/a n/a 480 6 n/a n/a 500 6 n/a n/a 520 n/a n/a n/a 540 n/a n/a n/a 560 n/a n/a n/a 580 n/a n/a n/a 600 n/a n/a n/a 620 n/a n/a n/a 640 We n/a n/a 660 n/a n/a n/a 680 n/a n/a n/a 700 n/a n/a n/a 720 n/a n/a n/a 740 n/a n/a j n/a 760 n/a n/a n/a 780 n/a n/a n/a 800 n/a n/a n/a No. 51737 O % STATE OF ipQ.t •.!cLOR Q Q? S ONA ` 1````` 1. BASED ON 16d COMMON WIRE NAILS (0.162"4-1/2") OR 16d THREADED HARDENED -STEEL NAILS (0.148"x3-1/2') WITH A MINIMUM PENETRATION OF 2" INTO SIDE GRAIN OF MAIN MEMBER. 2. NAILS SHALL BE PROVIDED IN PAIRS AT A MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) PAIRS OF NAILS PER JAMB. NAILS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD 30psf DOOR WIDTH = 1611 LOAD PER JAMB = 30psf x 16ft/2 = 2401b/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 20 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REOUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. EDGE DISTANCES, END DISTANCES AND SPACINGS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:56:58 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE S6308/1`2203 Revision Pi SCHEDULE 3 3/8"0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL WEIGHT CONCRETE MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB (IN) LOAD PER JAMB (LB/FT)"" 2000 PSI CONCRETE 2500 PSI CONCRETE 3000 PSI CONCRETE 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 24 340 24 24 24 360 23 24 24 380 22 24 24 400 20 24 24 420 19 24 24 440 19 23 24 460 18 22 24 480 17 21 24 500 16 20 24 520 16 20 24 540 15 19 23 560 14 18 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 1 13 16 800 10 1 13 15 p0;GENaIa•• No.0737 p : STATE OF N ••.!OR OP' p 2 jZipa ONA; ` III 1. BASED ON 3/8'0 A307 HEADED OR HOOKED (1.69" MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 2' O.D. WASHER WITH A MINIMUM EMBEDMENT DEPTH OF WAND A MINIMUM EDGE DISTANCE OF 3'. 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6' FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 4. CHART IS BASED ON 6'-6' MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY>=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:57:27-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Fl. PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULE4 3/8"0 SIMPSON TITEN HD SCREW ANCHORS MAXIMUM SPACING OF ANCHORS PER JAMB IN LOAD PER JAMB L NOTE4 2500 PSI CONCRETE"oTE' 4000 PSF CONCRETE"oTE' 2000 PSI GROUT FILLED CMU"orE2 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 16 280 24 24 16 300 24 24 16 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 8 400 24 24 8 420 24 24 8 440 24 24 8 460 24 24 8 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 23 24 8 580 22 24 8 600 21 23 8 620 21 22 8 640 20 22 8 660 19 21 8 680 19 20 8 700 18 20 8 720 18 19 8 740 17 19 N/A 760 17 18 N/A 780 16 18 WA 800 16 17 N/A No. 51-137 0 STATE OF sB1ONi ; 1. BASED ON 3/8'0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4" O.D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4". 2. BASED ON 3/8'0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1.3/4' O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4", A MINIMUM EDGE DISTANCE OF 4-, AND A MINIMUM END DISTANCE OF 4". CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH =16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft S. CHART IS BASED ON 6'-6" MINIMUM AND 24'-W MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. Aooroved Date: 2015.02.20 09:58:01-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE S6308/F2203 Revision Pt6 SCHEDULES 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR MAXIMUM SPACING OF ANCHORS PER JAMB IN LOAD PER JAMB L MOTE 2500 PSI CONCRETENOTE1 4000 PSI CONCRETENOT" 2000 PSI GROUT FILLED CMUNOTEI 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 16 400 24 24 16 420 24 24 16 440 24 24 16 460 24 24 16 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 24 24 8 580 24 24 8 600 23 23 8 620 22 22 8 640 22 22 8 660 21 21 8 680 20 20 8 700 20 20 8 720 19 19 8 740 19 19 8 760 18 18 8 780 18 18 8 800 17 17 8 No. 51737 STATE OF % ar Q.t s !LOR Q Q?N Zl;;, ' PONi ,,` 1. BASED ON 3/8'0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4' O.D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2" AND A MINIMUM EDGE DISTANCE OF 3". 2. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4" O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2' AND A MINIMUM EDGE DISTANCE OF 4". ONLY ONE ANCHOR PER MASONRY UNIT CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHORS PER JAMB. ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD a 30psf DOOR WIDTH - 16ft LOAD PER JAMB - 30psf x 16ft12 - 2401b/ft S. CHART IS BASED ON 6-6" MINIMUM AND 24'-W MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >-0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:58:27 -06'00' John E. Scates, P.E. 3121 Falrgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 w n 3395 ADOISON DRIVE PENSACOLA. ROIODA 32514 M) 474-2890 No. 51737 ip.cY •.!LOa Q' • Digitally signed by John E Scates, P.E Date: 2015.02.20 095853 -06'00' a E rcAm K MM PANWft ER. M:W =K a T R R sm a Pt YUOa/P= PR01®OW 01mmn1 Sm FlNA1® my 101 vs mM V OWL" 036MMICtl1 097 u 9' LOOK 2-3/4- L-(2) 3/9' s00SOH TITDM NO SMV ANCHOR MIN A 1 1//.' MASHER AND A WNIYUY OaMmUr OQTH Of 2-3/4' AND A M@IOWY mGE DISTANCE Of 2-3/4-. DQea1 tlMOON DOOR MOTH YWOAUY 2d p SOUEnW PINK MdUt T A. r 3/9. 9Y Sa RTa Mm sad AMOIa MIH A 1-1/a' NA9OR AND A 3/4' AND A WHENT OVIH Q2-3/a' ANO A 10MYUY EDGE asrANa ai .•. eee OO r.Pottieii2Qt Pum m WON, YAMMUM OES M LOAD CA AWY Or 2400 IDS YPNAM L9 r. (/EAOOI ILOc LLIMSEOW [ iRAQCt 3/a' oMA, ue sac VM 1-1//a• 0.0. WASH LAC SM3QM4 SMALL MAY NDOIW PENETRATION 0 1-9/32• Otto THE YAW SI PgI YDam DPTy... iffCAPAWY K 9+fFtl1Of21 JAMB CONNECTION SUPPLEMENT DRAWWG PART NO. I REV. 324620 P16 W;= 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 M) 474-9690 WIN 2 M FS CONCRETE YN 2 . 4 1 0 6. al GMER W" SM tM MAX ALLOMAOE FASTENER U= WAX ASTIM LOAD YAY LOAD MAY D'.RED THE DESWN Oc D THE 0®CN LOAD OF THE STRUCTURE. Lao Of THE SIRIICn11E, 0cmw 2 S 4' DESM OF SLVPORINO SIRIICRME SNML E RROF9PPOa STRICTUREIAL OLIml CD 011T THE SOLE I®OMS®IITT OF TIE PRanCEPOWAL KTE mu Ammisa ITY OF 6 RECORD FOR THE SIOCRTRE PROFESSIONAL ( IF RDbID FW THE SRNCORE 94CA 11 AA 90No 2 YN 9' IE7Mm1 JALIa s% M LAO ECEW RiN 1- S/]Y CMND N RMG SRAONFT lDCA1NN 411R 2 1 4 FM LAOI JAY9 IOCAIION M// 10 /IAOET DOLT AMD JA// YSMAOEF / TRAfJt DOLTDMI! 4-20 IE1I V!22 1/4-10 MC1f p pENfQ // aRFcr eeNsr2 Md.---- DEr.t aNxF uses PN No. 51737 O STATE OF Digitally signed by John E Scates, P.E Date: 2015.0220 093936 -06'00' m L 9WIX PE 31T 1A}0AT aA aN® LIOY 1. MW n K am n PE 3"ORFlm1 PRDracaoNAL OaNEWn WA 0W.00 aw M WMAT N V tMROPD aaMITKWI *"ALS JAMB CONNECTION SUPPLEMENT REVISIONS DRAWING PART NO. I REV. 324620 P16 Florida Building Code Online Page 1 of 1 Professional Regulation r d>zr%t m BCIS Home I lop In i User Registration , Not Topics Submit Surcharge I scats & Facts i Publications i FBC Staff' BCIS Site Map ; Links i Search Produd ApprovaldbprUSER: Pu011C User Product Approval Menu > Product gr Aopllobon Search > Application List Search Criteria Refine Search Code Version 2014 FL# 14039 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 - Applications FLA Tvoe Manufacturer Validated By Status FL14039-R2 Revision Ply Gem Windows Category: Windows Subcategory: Single Hung National Accreditation & Management Institute 804) 684-5124 Approved History Approved by OBPR. Approvals by DSPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Contact Us :: 2601 Blair Stone Read. 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 mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.139S. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine It you are a licensee under Chapter 45S, F.S., please dick )lore . Product Approval Accepts: Credit Card Safe https://www.floridabuilding.org/pr/pr_app_Ist.aspx 11 /29/2017 Florida Building Code Online Page 1 of 2 Regulation fig BCIS Home ! Lop In i user Registration I Hot Topics I SubnMt surcharge Stats & Facts I Publications i FBC staff BCIS site Map I unks Search Florida 1 kI a Product ApprovalUSER: P.DIIC User Product Aooroval Menu > ProduR or Aooliutlon Sea= > Application List > Application Detail FL # FL14039-112 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 614)532-3596 luanne.harris@plygem.com Adam Blomberg ablomberg@plygemwindows.com Windows Single Hung Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 04/22/2015 04/22/2015 04/25/2015 10/12/2017 Year 2005 https: //www.floridabuitding.org/pr/pr_app_dtt.aspx?param=wGEVXQwtDgtG... 11 /29/2017 Florida Building Code Online Page 2 of 2 Summary of Products FL # Model, Number or Name Description 14039.1 4712/4812 Single Hung 4712FL,/4712F/4812F Single Hung Limits of Use Certification Agency Certificate Approved for use in HVH2: No FL14039 R2 C CAC N1010366.01-R2.odf Approved for use outside HVH2: Yes FL14039 R2 C CAC NI010366.02-R2.odf Impact Resistant: No FL14039 R2 C CAC NI010366.03-R3.odf Design Pressure: N/A FL14039 R2 C CAC NI010366-R2.pdf Other: See Installation detail for sizes and ratings. FL14039 R2 C CAC N1010367.02-111.odf FL14039 R2 C CAC NI010367.03-Rl.odf Quality Assurance Contract Expiration Date 08/31/2018 Installation Instructions FL14039 R2 II PGW029 SS.odf FL14039 R2 11 PGW030 AT.odf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14039 R2 AE PER30SO SS 2015-04-19.odf Created by Independent Third Party: Yes Bath Nest Contact Us :: 2601 Blair Stone (load. Tallahassee FL 32399 Phone: SSO-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 mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact SSO.487.139S. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which an be made available to the public. To determine If you are a licensee under Chapter 4S5, F.S., please dick here . Product Approval Accepts: Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtG... 11 /29/2017 Sr f-L-oorz- INSTALLATION NOTES 1. ONE (1) INSTALLATION ANCHOR LS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDMDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF 31/2INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL ILE., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. FLANGE INSTALLATION: FOR INSTALLATION THROUGH 1X BUCK TO CONCRET MASONRY, OR DIRECTLY INTO CONCRETE/ MASONRY, USE ONE (1) 3116 INCH ITW TAPCON PER LOCATION OF SUFFICIENT LENGTH TO A041EVE 1114 INCH MINIMUM EMBEDMENT. S. FLANGE INSTALLATFOR INSTALLATION THROUGH STEEL STUD USE ONE (1) 010 RION: PER LOCATION OF SUFFICIENT LENGTH TOAOUEVE 3 THREADS MINIMUM ENGAGEMENT INTO METAL FRAME SUBSTRATE. 6. FIN INSTALLATION: FOR INSTALLATION THROUGH STEEL STUD USE ONE (1) RB A IF, WREWS PER LOCATION OF SUFFICIENT LENGTH TOACHIEVE 3 THREADS MINIMUM ENGAGEMENT INTO METAL FRAME SUBSTRATE. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. L INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. DISSIMILAR MATERIALS MUST BE SEPARATED OR COATED. 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 14 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 21. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. B. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, HYPE 1(OR GREATER). C. STEEL- MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 33 MILS ( 20 GUAGE) PLY GEM WINDOWS 471214812 SINGLE -HUNG (NON -IMPACT) GENERAL NOTES: J. THE PRODUCT SHOWN HEREIN LS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC) EXCLUDING HVH2 AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: MMA/ WDMA/CSA 101/IS.2/A4400S 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/ MASONRY, 2X AND METAL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. JX AND 2X BUCKS (MEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION ISTHE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRIN >— I RESISTANCE L WINDOW FRAME MATERIAL• ALUMINUM 6W3-TS 7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEET S FOR GLAZING DETAILS. A. DESISNA77ONS'X'AND'0* STAND FOR THE FOLLOWING: X., O ERABLE PANEL O: FIXED PANEL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A 6ENERAL 6 INSTALLATION NOTES 2 ELEVATIONS 6 ANCHOR LAYOUTS 3 4712FL VERTICAL A HORMONTAL SECTIONS 4 4712F VERTICAL A HORIZONTAL SECTIONS 5 4612F VERTICAL A HORIZONTAL SECTIONS PRODUCT OVERALLSIZE DP RATING PSF) MISSILE IMPACT RATING WIDTHHEIGHT4712FL 48" 83.93" 50/-70 NOT RATED 4712FL 53" 72" 50/-60 NOT RATED 4712F 53" 72" 50/-60 NOT RATED 4712F 48" 83.93" 50/-60 NOTRATED 4812F 48" 84" SO/-60 NOT RATED 4812F 48" 96" 30/-30 NOTRATED Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.04.1010:48:44 -04'00' n Ply GEM WINDOWS433 N MAIN 5T-PO 90X W9, ROM MOLNT, VA 24151 PK 540-/94-4348 FTC 540-/8{W2 m n ' A tI TT iNv= i c g o a m N ZZ IL U_ vJOOCm < NTi d en U, d Q' M W FG NCK o OW& #: P& W029 SHEET: 1 OF 5 UNIT MAX WIDTH 53.00' D1.0 MAX WIDTH 49.44' 3 4 D 3 -01 UNIT MAX HEIGHT 72.00' H X. 4L < A E 3 4 SASH MAX WIDTH 51.25' ELEVATION UNIT MAX WIDTH 48.00' D.L.O MAX WIDTH 44.31' S 3 4 D.L.O. MAX K. D HEIGHT S 3 33.25' UNIT MAX HEIGHTT 96. 00' SASH MAX. HEIGHT 36. 31' 1 SEE ANCHOR SEE ANCHOR SCHEDULE SCHEDULE ANCHOR LAYOUT SEE ANCHOR SCHEDULE SEE ANCHOR SCHEDULE 0' SASH MAX. _• WIDTH 46.25' ELEVATION D. L.O. MAX HEIGHT SASH MAX HEIGHT 35. 88' INSTALLATION QTY PER EMBEDMENT EDGE HEAD SILL JAMB O.C. CORNER ANCHOR TYPE TYPE LOCATION IN.)SUBSTRATE DISTANCE O.C. DISTANCE O.C. DISTANCE DISTANCE DISTANCE 8 SELF -TAPPING FIN 1 STEEL STUD 3 THREADS N/A 12 12 9 4 3/ 16° ITW TAPCON FLANGE 1 CONCRETE/MASONRY 1.25 2.5 20 20 4 10 SELF -TAPPING FLANGE 1 STEEL STUD 1 3 THREADS N/A 20 20 4 i- PLY GEM WINDOWS43311 MAIN ST PO SOOT 3". ROM MMW. VA 24101 31S 740.48H348 M 940-04-663 T TSffi N19d i om Ytu O yy N b lD m W Q z 5a< x F< d m 1+1 G iG ix WAD 0 Z O H u Lu w L c c T•ci . n ft' 3i i= uz a, 10 WG #: PGW029 HEET: 2 OF 5 1/4* MAX. 3/16* ITW TAPCON SHIM SPACE INSTALLATION 3 THREADS MIN. ANCHOR ENGAGEMENT -AromEs, PiLy GEMCONCRETE/ MASONRY BY OTHERS WINDOWS CAULK BETWEEN 2 1/2, MIN. INTERIOR . 33PLMposm AINSTs". CONCRETE/ MASONRY d IX EDGE DISTANCE #10 SELF -TAPPING SCREW WOOD DUCK BY OTHERS INSTALLATION ANCHOR MOUNT, VA 24151 IX WOOD BUCK PR 540 49"3411 rk. 54049"U BY OTHERS METAL STUD FRAMING SEE GLAZING EXTERIOR FINISH 11/ 4* MIN. EMBEDMENT BY OTHERS DETAILI BY OTHERS F CL! SHEATHING-_ Q Z BY OTHERS lu -- WINDOW - c lea PERIMETER4O.A. BY OTHERS SHIM SPAMAEXTERIOR SPACE LU Z 65 HEIGHT EXTERIOR FINISH a SEE 6LAZBY OTHERSD46 O.A. EXTERIOR DETAILIPERIMETER CAULK WINDOW — INTERIOR BY OTHERS WIDTH VERTICAL SECTION rD-\ HORIZONTAL SECTION HEAD - IX WOOD/CONCRETE/ MASONRV 3 JAMS - STEEL STUD FRAME 4712 FLANGE 4712 FLANGE ( J) 1/4' MIN. z 1/4* MAX EMBEDMENT () SHIM SPACE CONCRETE/ MASONRY BY OTHERS I H z 0 CAULK BETWEEN 1-4 V) EXTERIOR INTERIOR CONCRETE/ MASONRY A IX WOOD DUCK BY OTHERS LLJ SEE GLAZING INTERIOR WOOD BUCK UU, A 3/1 DETAIL I BY OTHERS 6' rTW TAPCON INSTALLATION ANCHOR c O. A. WINDOW HEIGHT STRUCTURAL GRADE 1/ 4' MAX 2 1/2, MIN. Z ......... SILICONE BY OTHERS ---."-,-- SHIMSPACEEDGEDISTANCE - EXTERIOR FINISH By OTHERS 0) - IX WOOD BUCK SEE GLAZING BY OTHERS DETAIL EXTERIORFINISHCAULK BETWEEN EXTERIOR BY OTHERS CONCRETE/ MASONRY A IX PERIMETER CAULK O.A• BY OTHERS c; V) z WOOD BUCK BY OTHERS c WINDOW E CONCRETE/ MASONRY BY OTHERS WIDTH eo VERTICAL SECTION HORIZONTAL SECTION bwr, #: Sill - IX WOOD/CONCRETE/ MASONRY 1, 3 JAMB - 1X WOOD/CONCRETE/MASONRY P&W029 4712 FLANGE 4712 FLANGE I SHEET' 3 OF 5 3 THREADS MIN. 1/4' MAX SHIM SPACE SHEATHING ENGAGEMENT 8 SELF -TAPPING SCREW BY OTHERS INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS METAL STUD FRAMI46 t BY OTHERS 8 SELF-TAPPIN6 SCREW t-.' PERIMETER CAULK INSTALLATION ANCHOR BY OTHERS METAL STUD FRAMING BY OTHERS O.A. ' 1/4' MAX. WINDOW SHIM SPACE 3 THREADS MIN. HEIGHT ENGAGEMENT SEE 6LAZTN DETAIL I SHEATHD46. ...... EXTERIOR INTERIOR BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK By OTHERS O.A. WINDOW WIDTH VERTICAL SECTION HORIZONTAL SECTION 4 HEAD -1K WOOD/CONCRETE/MASONRY IAMB. STEEL STUD FRAME 4712 FIN 4712 FIN SEE GLAZING DETAIL] I EXTERIOR O.A. WINDOW HEIGHT I 1 INTERIOR Hr11/4' MAX. SHIM SPACE PERIMETER CAULK t-T BY OTHERS EXTERIOR FINISH t BY OTHERS SHEATHING BY OTHERS 3 THREADS MIN. ENGAGEMENT VERTICAL SECTION 4 SILL. PRECAST CONCRETE 4712 FIN METAL STUD FRAMING BY OTHERS B SELF -TAPPING SCREW INSTALLATION ANCHOR EXTERIOR VERTICAL SECTION 4 MEETING RAIL INTERIOR e PLy GEMWINDOWS 432 N MAD! ST„ PO BOX 5" ROCO ADWr. VA 24151 PK 940- 64•SNB F%: 940/SHN] z _ SEE 6LAZIN6 gyp A. ma! wDETAILIYIp ., yy WQC 1 W VI T z m Wm ^<m W J lL1 di. 5 Lu< Z t " W p m V EXTERIOR Iwo INTERIOR C3 o i:.•F1 Sl1n, o Z Yz iF m 3F == uz p u W6 #: PGW029 HEET: ^ . OF 5 1/4• MAX SHIM SPACE 3 THREADS MIN. PLy GEMSHEATHINGENGAGEMENT8SELF -TAPPING SCREW WINDOWSBYOTHERSINSTALLATIONANCHORr;*. •, 1• . . EXTERIOR FINISH METAL STUD FRAMING 8 SELF -TAPPING SCREW , .: tom,• INSTALLATION ANCHOR U1 N MAIN St., M f0% "P. fiKOM r• VA 24U' I BY OTHERS i BY OTHERS INTERIOR PERIMETER CAULK METAL STUD FPAMD46 ne a wfH aft aw4.ew BY OTHERS i BY OTHERS m n tK SEE SLAM46 3 THREADS Z # O.A. 1 1/4' MAX. ffAl MIN. DETAIL I ENGAGEMENT N i V n X. m e SHIM SPACE O HEIGHT SHEATHING Sp3 0 3/4. O.A. INSULATED GLASS BY OTHERS N i N LU m N mItjSEEGLAZING-/ DETAIL] II v" o< w z EXTERIOR INTERIOR 119E EXTERIOR FINISH EXTERIOR aSILICONESILICONEBYOTHERSi n PERIMETER CAULK O.A. BY OTHERS DTM VERTICAL SECTION HORIZONTAL SECTION mSHEAD -1X WOOD/CONCRETE/MASONRY 5 JAMB - STEEL STUD FRAME 4812 FIN 4812 FIN U) 1/2' MIN. GLASS 1/4' MAX. Z SEE GLAZING BILE _ SHIM SPACE O DETAIL 1 1 GLAZING DETAIL 1=-; j' ``h # 8 SELF -TAPPING SCREW H i I EXTERIOR INTERIOR INSTALLATION ANCHOR Lu O.A. WINDOW NOTE: 1/4• MAX 6LAS5 THICKNESS AND TYPE METAL STUD FRAMING 0 HEIGHT SHIM SPACE SHALL COMPLY WITH ASTM E 1300 BY OTHERS I1 GLASS CHART REQUIREMENTS ZINTERIOR3THREADSMIN PERIMETER CAULK ENGAGEMENT BY OTHERSMETALEXTERIORF FRAMING 7*"• FINISH BY OTHERS SHEATHING O n•••••.•B 4BYOTHERS SHEATHING 8 SELF-TAPPIN6 SCREW BY OTHERS jIird BY OTHERS 3 THREADS MIN. INSTALLATION ANCHOR EXTERIOR FINISH ENGAGEMENT SEE GLAaN6 BY OTHERS DETAIL 1 ri,d 4' •.,, yPERIMETERCAULKi * PRO BY OTHERS EXTERIOR O.A.' c J tD I mw' to f WINDOW p F N Zcc; VERTICAL SECTION D7i DW6#: 5 SILL• PRECAST CONCRETE HORIZONTAL SECTION PGW0294812FINSJAMB -STEEL STUD FRAME 4812 FIN SHEET-5 OF 5 INSTALLATION NOTES: 1. ONE 11) INSTALLATION ANCHOR 5 REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INOMOUAL INSTALLATION ANCHORS WITHIN A TOLERANCE Of t1/2INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL ILE, WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEAT. 4. FIN INSTALLATION: FOR INSTALLATION THROUGH 2X WOOD FRAME USE ONE 11) LIB COMMON NAIL OR 11 GAUGE ROOFING NAIL OF SUFFICIENT LENGTH TO ACHIEVE ] 2121NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE S. FLANGE INSTALLATION: FOR INSTALLATION THROUGH 2X WOOD FRAME USE ONE (1) 430 WOOD SCREW OF SUFFICIENT LENGTH TO ACHIEVE I ]A INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT UMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 7. INSTAl1ATI0N ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. DISSIMILAR MATERIALS MUST BE SEPARATED OR COATED. A. 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 OSS. PLY GEM WINDOWS 471214812 SINGLE -HUNG (NON -IMPACT) AS TESTED GENERAL NOTES: L THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (110 EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA IOXAS.2/A440-05 - 2. ADEQUACY OF THE EXISTING STRUCTURAL 2X STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPUED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 2X BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE BUCK DESIGN AND INSTALLATION LS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRfIfM(DTU RESISTANCE WINDOW FRAME MATERIAL ALUMINUM 6063.13 6. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEET S FOR GLAZING DETAILS. 7. DESIGNAnONS rAND'O'STANDFO)tTHEFOLLOMNG: X. OPERABLE PANEL 0., FIXED PANEL TABLE OF CONTENTS SHEET REVISION SHEET DESOLIPTION 1 A GMERAL A INSTALLATION NOTES 2 ELEVATIONS & ANC14OR LAYOUTS 3 4712FL VERTICAL 6 HORIZONTAL SECTIONS r 4712F VERTICAL 6 HORIZONTAL SECTIONS 812F VERTICAL A HORIZONTAL SECTIONS PRODUCTN48: OVERALLSIZE DPRATING PSF MISSILEIMPACT RATINGHEIGHT 4712FL83.93" SO/-70 NOTRATED 4712FL 72" SO/-60 N TRATED 4712E 72' 50/-60 NOT RATED 4712E83.93' SO/-60 NOT RATED 4812E 84' j 50 -60 NOT RATED 4812E 48" 1 96" 30 -30 NOT RATED Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.04.1010:47:11-04'00' PLYWINDOWS GEM 4]] H MAIN ST,10 BOX SST. ROM MOUNT. VA 2HI71 iL o pi k" 11191111. i0mf=uZoV) DW6 t/ P&W030 SHEET: .( OF UNIT MAX. WIDTH 53.00• D.LO MAX. WIDTH 49.44• 3 4 3 . 0. UNIT MAX. HEIGHT 72.00• H 4 X. A E 3 4 SASH MAX. WIDTH 51.25• ELEVATION UNIT MAX. WIDTH 48.00• D.LO MAX. WIDTH 44.31• a 5 B f 3 4 D.L.O. HEI614T S 3 33.25' UNIT MAX. HEIGHT 96.00• SASH MAX. HEIGHT 36.31• SEE ANCHOR SEE ANCHOR SCHEDULE SCHEDULE I ANCHOR LAYOUT SEE ANCHOR SCHEDULE SEE ANCHOR SCHEDULE D.L.O. MAX. 0• HEI6HT 45.I56• 1 SASH MA: HEIGHT 3s.ee• 644 "%' 3 4 S SASH MAX. WIDTH 46.2! ELEVATION INSTALLATION QTY PER EMBEDMENT EDGE HEAD SILL JAMB O.C. CORNER ANCHOR TYPE TYPE LOCATION SUBSTRATE IN) DISTANCE O.C. DISTANCE O.C. DISTANCE DISTANCE DI5TANCE IN.) IN.) IN.) IN.) IN.) B WOOD ANCHOR FIN 1 WOOD 1.5 0.75 12 12 9 4 IOD COMMON OR 11 GAUGE ROOFING NAM FIN I WOOD 1.5 0.75 12 12 9 4 10 WOOD ANCHOR FLANGE I 1 WOOD 1.5 0.75 20 20 4771 PLy GEMWINDOWS tl) K MADJ S%F0 BOX L". k0RY MMW. VA )tl9i FK 540-41144NS FX 7404NiM) m mA r QQNO' epdmLL6 G < U m we m { zvC a W J < i ca W d d' n g a V) 0 H o V) w Lu w a o o ) ))) u) pm W == u2 o n v H W030 2 of 5 10 WOOD SCREW 1 1/2• MIN. INSTALLATION ANCHOR 1/4' MAX EMBEDMENT CAULK BETWEEN SHIM SPACE CAULK BEEN WOOD BUCK BY OTHERS PLyCONCRETE/ MASONRY 6 2X INTERIOR CONCRETE/ MASONRY 6 2X / WOOD BUCK BY OTHERS WGEMINDOWS CONCRETE/MASONRY BY OTHERS 3/4' MIN. EDGE DISTANCE s CONCRETE/ MASONRY 433 M1MD1 ST, F* SOX SSS, 2XWOOD BUCK p•/ BY OTHERS SDWM0UNr.VA24151 BY OTHERS 2X WOOD BUCK 1 1/2' MIN '••'n BY OTHERS K 540•4M4346 FX 540-4044M EXTERIOR FINISH _ ' 4'.:r EMBEDMENT #10 WOOD SCREW J co BY OTHERS „ • INSTALLATION ANCHOR a n R 1 li atv t I/ 4' MAX H SHIM SPACE H p vs ^ > 3/ 4' MIN. ^ x a m + c EDGE DISTANCE Q rr o STRUCTURAL GRADE ' 1 '` m WINDOW Lu SILICONE BY OTHERS :; •- v Z c o Z JOWJHEIGHT \ u < j p < SEE GLAZING SEE GLAIIN6o EXTERIOR DETAILI INTERIOR DETAILI EXTERIOR FINISH ' d d cyan EXTERIOR BY OTHERS STRUCTURAL GRADE WINDOW SILICONE BY OTHERS p WIDTH T mJ VERTICAL SECTION HORIZONTAL SECTION v) 3 HEAD - 2X WOOD BUCK 3 JAMB - 2X WOOD BUCK 7- 4712 FLANGE 4712 FLANGE 1/ 4' MAX O Z 1 1/2' MIN. SHIM SPACE O EMBEDMENT H 4 u r;.•: t .i-•' INTERIOR w w SEE GLAZING 2X WOOD BUCK BY OTHERS G EXTERIOR DETAIL I INTERIOR # 10 WOOD SCREW INSTALLATION ANCHOR I 1 SEE GLAZING Z O. A, WINDOW DETAIL 1 HEIGHT 1/4' MAX. 3/4' MIN. E2,0• s SHIM SPACE ED6E DISTANCE SHEATHING BY OTHERS STRUCTURAL GRADE EXTERIOR i y SILICONEBYOTHERS ' EXTERIOR FINISH BY OTHERS . ! •.. EXTERIOR FINISH i i'y ••i` P OF`` BY OTHERS 2X WOOD BUCK BY OTH STRUCTURAL GRADE m v12 m21 j N CAULK BETWEEN SILICONE BY OTHERS OA• o Z i x S Z CONCRETE/ MASONRY 6 2X 1` MNDOIDTTJW .6 c h WOOD BUCK BY OTHERS CONCRETEgMoSONERY JA1 VERTICAL SECTION p1 HORIZONTAL SECTION DWG# 3 SILL - 2XWOOD BUCK 3 JAMB-2XWOOD FRAME SHEET' 4712 FLANGE4712FLANGE3OF 5 CAULK BETWEEN CONCRETE/ MASONRY A 2X - WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS — 2X WOOD BUCK — BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. WINDOW 3/4* MIN. EDGE DISTANCE EMBEDMENT 2X WOOD BUCK BY OTHERS 100 COMMON NAIL OR 11 8 WOOD SCREW ROOFD46 NAIL INSTALLATION ANCHOR INSTALLATION ANCHORCGAUGE 1/4* MAX SHIM SPACE 11/2, MIN. EMBEDMENT T sHEATHING----- IA BY OTHERS 1/4* MAX. SHIM SPACE INTERIOR SEE GLAZING DETAIL I EXTERIOR HEIGHT SEE 6LAzrw6-/*' EXTERIOR FINISH DETAIL I By OTHERS EXTERIOR INTERIOR PERIMETER CAULK L WINDOW BY OTHERS O.A. WIDTH VERTICAL SECTION HORIZONTAL SECTION AJ HEAD - 2X WOOD BUCK 4 IAMB-2XWOOD FRAME 4712 FIN 4712 FIN SEE GLAZING DETAIL I EXTERIOR INTERIOR O.A. WINDOW HEIGHT 1/4* MAX IL I SHIM SPACE A I \ PERIMETER CAULK 3/4' MIN. EDGE jBYOTHERSDISTANCE EXTERIOR FINISH BY OTHERS ZX WOOD BUCK BY OTHERS 8 WOOD SCREW CAULK BETWEEN 11/2, MIN. INSTALLATION ANCHOR CONCRETE/ MASONRY & 2x EMBEDMENT WOOD BUCK BY OTHERS CONCRETE/MASONRY IT-\ VERTICAL SECTION BY OTHERS QV SILL - 2X WOOD BUCK 4712 FIN VERTICAL SECTION MEETING FLAIL PLY.QEM WINDOWS 433 A& ALAIN sr.. Po box up. ROM MOLWr. VA 24151 ft 540.464410 M. 5404644683 u- Z tq uz E u Z W& #: PGW030- HEET: 4 OF 5 CAULK BETWEEN CONCRETE/ MASONRY 6 2X - WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS - 2X WOOD BUCK - BY OTHERS O.A. WINDOW HEIGHT t I O.A. WINDOW NEI6HT EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS V4• MAX. SHIM SPACE 3/4• MIN. EDGE DISTANCE 1 1/2• MIX EMBEDMENT.•„_ 2X WOOD BUCK BY OTHERS INTERIOR 8 WOOD SCREW 10D COMMON NAIL OR 11 INSTALLATION ANCHOR GAUGE ROOFING NAIL4 • • , INSTALLATION ANCHOR 1/4• MAX SEE GLAZING SHIA SPACE 1 1/2' MIX DETAIL I EMBEDMENT EATHING FSB EXTERIOR SEE GLAZING-,' 3/4' O.A. INSULATED EXTERIOR FINISHDETAILGLASSBYOTHERS / EXTERIOR INTERIOR PERIMETER CAULK J DOW 1199 If rl BY OTHERS SILICONE VERTICAL SECTION 5 HEAD-2J(WOODBUCK 4812 FIN 1/2' MIN. GLASS SITE GLAZING DETAIL 1 NOTE: 5EE GLAZING GLASS THICKNESS AND TYPE SHALL COMPLY DETAIL 1 Will ASTM E 1300 GLASS CHART REQUIREMENTS EXTERIOR 1 INTERIOR PERIMETER CAULK - BY OTHERS EXTERIOR FINISH BY OTHERS 2X WOOD BUCK BY OTHERS CAULK BETWEEN 11/2' MIN CONCRETE/ MASONRY 8 2X EMBEDMENT WOOD BUCK BY OTHERS CONCRETE/ yMASONRY VERTICAL SECTION By OTHERS J 5 SILL • 2X WOOD BUCK 4812 FIN 1/4' MAX. SHIM SPACE 3/4• MIN. EDGE DISTANCE O.A. WINDOW WIDTH A PLyGEM WINDOWS 422 K AWN ST. 10 UM 559. ROOri MOUNT, VA 24131 M* 5404"349 F)0 540-4944W J mmt m N= Z d m w iltN77J Q O 13 xxl rJNG Zmm. iiQ a M,' B caNW / e t0n + a V C e SECTION V) eHORIZONTAL5JAMB • 2X WOOD FRAME O4812FIN EDGE DISTANCE CAULK BETWEEN In Z INTERIOR 1/4' MAX. SHIM SPACE CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS H SEE GLAZING DETAIL I 0 CONCRETE/ MASONRY w w BY OTHERS o 2X WOOD BUCK i• BY OTHERS 8 WOOD SCREW INSTALLATION ANCHOR 11/2' MIN. EMBEDMENT EXTERIOR FINISH EXTERIOR BY OTHERS WOOD SCREW PERIMETER CAULK O.A. BY OTHERSTALLATIONANCHORWINDOW WIDTH HORIZONTAL SECTION 5 IAMB - 21 WOOD BUCK 4812 FIN is o i y 11Lu 3i == u2 o c v DWG #: PGW030 SHEET: 5 OF 5 Florida Building Code Online Page 1 of 1 RegulationProfessional SCIS Home I Log In i User Registration I Hot Topics Submit Surcharge I Slats B Facts I Publications i FBC Staff I acts Site Map I Links I Search F Y ®Product Approval I. USER: Public User Product Approval Menu > Prgduet gr Application Search > Application List Search Criteria Code Version 2014 FL# 15264 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use In HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Aoolications PU Iyoe Manufacturer Validated By Status FL1S264-RI Revision Ply Gem Windows Locke Bowden Approved History Category: Windows 334) 300-1800 Subcategory: Mullions Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Cons.. L la :: 2601 Stair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florlda.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the oMCe by phone or by traditional mall. If you have any questions, please contact BSo.467.1395. -Pursuant to Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an email address If they have one. The emits 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 dick baL. Product Approval Accepts: Credit' Caid Safe https://www.floridabui[ding.org/pr/pr_app_lst.aspx 11 /29/2017 Florida Building Code Online Page 2 of 2 Date Submitted 02/19/2015 Date Validated 02/24/201S Date Pending FBC Approval 03/01/201S Date Approved 04/15/2015 Date Revised 10/12/2017 Summary of Products FL # Model, Number or Name Description 15264.1 Series 4700 Fin Aluminum Mullions Limits of Use Installation Instructions Approved for use in HVHZ: No FL15264 RI (I PGW130 SS 2015-01-02.Ddf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This product does not require an Impact protective FLIS264 RI AE PER3064 SS 2015-01-02,odf system for wind borne debris region ZONE 3 or LESS. See Created by Independent Third Party: Yes drawing PGW 130 for design pressure tables, Installation details, and anchoring Instructions. 15264.2 Series 4700 Flange Aluminum Mullions Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS264 R1 II PGW131 SS 2015-01-02.Ddf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other, This product does not require an Impact protective FL15264 R1 AE PER3065 SS 2015-01-02.Ddf system for wind borne debris region ZONE 3 or LESS. See Created by Independent Third Party: Yes drawing PGW 131 for design pressure tables, Installation details, and anchoring Instructions. Back Neat Contact Us :: 2601 Blair Stone Road. Tallahassee Fl. 32399 Phone: 850.487.1824 The State of Florida Is an AA/EEO employer. Coovriaht 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 mall to this entity. Instead, contact the office by phone or by traditional mall. it you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.27S(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 emalts provided may be used for official communication with the licensee. However email addresses are public record, if you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 4SS, F.S., please dick pgM. Product Approval Accepts: Credit Card Safe https: //www.floridabuilding.org/pr/pr_app_dtt.aspx?param=wGEVXQwtDgv3... 11 /29/2017 PLY GEM WINDOWS 4700 FIN MULLION NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FBC, SECnON 1710S3. 2. MULLION INSTALLATION DETAILS APPLY TO PLY GEM 4700 FIN ALUMINUM DITRUDED MULL WITH ALUMINUM ANCHOR CUP WHEN USED TO MULL WINDOWS WITH A HORIZONTALLY OR VERTICALLY CONnNuous MUWON. 3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS ZONE 3 OR LESS. INDIVIDUAL UNITS MUST BE IMPACT RATED. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGION ZONE 4. S. USE 810 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1 1/2- INTO WOOD FRAMING. (SEE CHANTS & NOTES ON SHEETS 4 & S FOR DESIGN PRESSURE AND ANCHOR NOTES). 6. USE 3/16- FTW TAPCON SCREWS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1 1/4- INTO CONCRETE/MASONRY SUBSTRATE (SEE CHARTS & NOTES ON SHEETS & S FOR DESIGN PRESSURE AND ANCHOR NOTES). 7. 20 WOOD BUCKS TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. B. SEE CHARTS & NOTES ON SHEETS 4 & S FOR DESIGN PRESSURE. 9. THIS MULLION IS ONLY VAUD WHEN USED IN CONJUNCTION WITH APPLICABLE PLY GEM PRODUCTS. HORIZONTAL MULL SPAN 10. ALL WINDOWS USED WITH THIS MULLION SHALL BE QUALIFIED UNDER SEPARATE APPROVAL 4 11. MULLION MATERIAL 6063-T6 ALUMINUM. 12. CUP MATERIAL 6063-T6ALUMINUM 13. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS p TRANSOM HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE L HEIGHT FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFICGRAVITYOF 0S5. E D B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF300D PSI. Z 2 2 C. MASONRY -STRENGTH CONFORMANCE TO ASTM C90, MULL CLIP W/ GRADE N, TYPE 1 (OR GREATER). ANCHORS, TYP TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I A MULLION ASSEMBLY ELEVATIONS & NOTES 2 MULL VERTICAL A HOR1. SECTION DETAILS AND ANCHORING 3 MULLION COMPONENT DETAILS 4 HORIZONTAL MULLION DESIGN PRESSURE CHARTS 5 VERTICAL MULLION DESIGN PRESSURE CHARTS HORIZONTAL MULLION FOR SIDE -BY -SIDE WINDOWS W/ TRANSOM VER MUI S TRANSOM HEIGHT WINDOW I I I "' t MULL CLIP W/ WIDTH ANCHORS, UNIT B Ilk HEIGHT 2 WINDOW HEIGHT Ilk HORIZONTAL MULL SPAN HORIZONTAL MULLION FOR WINDOW WITH TRANSOM WINDOW WIDTH 2 R 4 ILAL B LION 2 AN MULL CLIP W/ ANCHORS, C Z TYP WINDOW HEIGHT VERTICAL (TWIN) MULLION FOR SIDE -BY -SIDE WINDOWS p• PLY 433 N. MAW ST. PO UK &". ADLTY AMIT, VA 2401 PK 504644M FX: 54444-"U I'z MZp u # 1 iuig 0+ o Zz m < py< m 3 LU _ 4$ GZ2LU < ccui G a a' # W d o Lo Z N >. Im mZ Zh N Z O == U Z Digitally signed by Hermes F Norero, P.E. PG W 13 0 Reason: I am approving this document SHEET: Date: 2015. 01.02 13:05:38 -05'00' 1 OF 5 3/4' SHEATHING EDGE MIN. 1 PLY GEMBYOTHERSEDGEDISTANCE INSTALLATION ANCHOR 2X WOOD FRAME BY OTHERS WINDOWS TWO (2) PER ANCHOR CLIP SEE NOTES 4 6 5 ON SHEET 1) .0 Kw sT. ro wz ass. 1 1/2' MIN. WW MMW. vA 24uj EXTERIOR FINISH EMBEDMENT BY OTHERS ft 540484-" FX MULLION FRAME 1 1/2• MIIJ 11090 EMBEDMENT p C r v tl MULLION CLIP 3/4• MIN. 311087-2 MULLION FRAME EDGE DISTANCE 9 i.°, 11090 Z g< O.A. WINDOW MULLION CLIP o w u HEIGHT #11087-2 t. U„ T Z t w w EXTERIOR INTERIOR v C o tL+ { VERTICAL SECTIONW of 3 o 2 HEAD - 2X WOOD/CONCRETE/MASONRY INSTALLATION ANCHOR £ MULL ANCHOR CUP TWO ( 2) PER ANCHOR CLIP y ULLION FRAME (SEE NOTES 4 6 5 ON SHEET 1) 11090 SHEATHING O. A. WINDOW BY OTHERS EXTERIOR INTERIOR WIDTH EXTERIOR FINISH BY OTHERS (n VERTICAL SECTION p HORIZONTAL SECTION Z O 2 4700 FIN MUWON 2 IAMB - 2% WOOD FRAME H p MULL ANCHOR CUP J V$ W o EXTERIOR INTERIOR O. A. WINDOW HEIGHT 1/4'-20 TEK SCREW 2 EACH SIDE) p 2 MULLION CLIP MULLION FRAME 11087- 2 % 1 I/4' MIN. #11090 MULLION EMBEDMENT 11090 •' ` O EXTERIOR FINISH EXTERIOR INTERIOR LL T-CLIP BYOTHERS #11091 N INSTALLATION ANCHOR y '•., TWO ( 2) PER ANCHOR CLIP 1X WOOD FRAME WINDOW FRAME SEE NOTES 4 S 5 ON SHEET 1) BY OTHERS (OPTIONAL) ti * p%% CONCRETE/ MASONRY 2-1/2• MIN. N BY OTHERS EDGE DISTANCE GNP = S u2 C VERTICAL SECTION VERTICAL SECTION o o 2 SILL - CONCRETE MASONRY 2 T-MUWON DWG#: MULLANCHOR CUP PG W 13 0 SHEET: 2 OF 5 HORIZONTAL MULLION VERTICAL MULLION #11090 11090 1/4'-20 TEK SCREW T-CLIP (2 EACH SIDE) 11091 0.210' DIA. 3/8' 0.165• DIA. 17/8• --{ 3/8• 7/16; 18. 11 r 11/16' 1 7/8' 2 5/8' 111/Ib' T1T o 1/4• J II I I 31/4 1/8• F F— 15/16' III 4 ANCHOR CLIP #11087-2 6063-T6 ALUMINUM L 2 7/8• 1 3/16' 1 5/16• T-417/16' 3/8' 4700 FIN MULLION (#11090) 6063-T6 ALUMINUM T-CLIP #11091 6063-T6 ALUMINUM USED TO MULL VERTICAL MULLION TO HORIZONTAL MULLION PLY EMvaE 4I3 11 AI4U45T. /'O NX SM. 60C2Y MOLW. VA 24151 Flt 540.484-6348 Nf. 540.4944M y m 1. A 1u# SAS O== Zcm 1L pz Q Lu mWo G V) Z Oo N p UJ V) tC o T N OI Y Q fHZ. Al ko o p v V& #: PGW130 iEET: 3 of 5 DESIGN PRESSURE CHARTS FOR CONTMUOU5 HORIZONTAL MULLION Maximum design pressure capacity chart Series 4700 Horizontal mullion, single with transom (11090) Design pressures am limited either by mutton or anchor straw or anchor cip capacity. Helnhl not 1 Mil uAAlh nn% Window Transom 18.0 21.0 24.0 27.0 30.0 23.0 36.0 39.0 420 45.0 49.0 52.0 24.0 •, IZO' ' 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 30:0 15.0 75.0 76.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 36:0`'.' wFor, • 75.0 75.0 75.0 75.0 75.0 75.0 750 75.0 75.0 75.0 75.0 75.0 42:0 ', 121'0 ' 75.0 750 75.0 76.0 75.0 75.0 750 75.0 75.0 75.0 75.0 75.0 48.04 124.0 75.0 75.0 750 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 T27:0.-' 75.0 75.0 750 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 XV 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75 0 75.0 75.0 75.0 74.3M133.0' 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75 0 75.0 72.5 36.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 71.0 Maximum design pressure rapacity chart (pso Series 4700 Horizontal mullion, twin with transom (11090) Design pressures ale limited either by mEd6a0 or anchor serewor anchor clip capauty. Heird'd not IWI ViAlh fin% VWndow TnMO1TIr-3&--0-1 420 4&0 54.0 600 66,0 I n.0 7&0 84.0 1 900 9&0 10&0 240 12.0 75.0 75.0 75.0 75.0 7&0 75.0 76.0 71.0 61.1 527 43,3 32.0 30.0 15.0 75.0 75.0 75.0 75.0 75.0 75.0 67.3 57.2 49.2 427 351 2&9 3&0 18.0 750 7&0 75.0 75.0 75.0 67.5 56.5 47.9 41.2 35.8 29.7 21.9 420 21.0 75.0 75.0 75.0 73.7 6&8 58.3 4&7 41.4 35.6 30.9 25.8 1&0 48.0 24.0 75.0 770 65.7 60.9 57.3 61.4 43,0 36.4 31.3 27.2 23.0 16.9 54:0 27.*0 70.0 62.1 56.3 51.9 4&5 45.8 3&5 326 28.0 24.3 20.7 15.2 60.0 30.E 61.8 54.6 49.2 45.2 420 39.5 34.9 29.6 25.4 22 1&9 139 66 0 33.0 553 4&7 43 8 40 0 37.1 34.7 32.0 27.1 23.2 20,12 17 4 127 72.0 36.0 50.0 1 43.9 1 39.4 1 35.9 1 33.2 31.0 1 29.2 1 250 1 21.4 1 1&B 1 1&1 1 11.8 w+Es L THE DESIGN IRESSURLSINTIRS CHARTARE FORTH[ MUWONSUFFEDHEIIENMEH USED WmH TILE CUP MAILED W THE DOCUMENT. 2. FOR MULL CK IN WOOD FRAMING INSTALLATION USE TWO 1A 010WOOD SCREWS AT EACH ANCHOR CUP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 ire MINIMUM EMBEDMENT OLIO FRAMING. SEE SHEET 2 FOR DETAILS L FOR MEN CUPS IN WNQ[inMSONR/INSTALIATION IS[ TWO 12) snc FEW TA14DN SCREWS AT EACH ANCHOR CUP MIST BE OF SUFFICIENT LENGTHTOACHIEVE A 1 114• MINIMUM EMBEDMENT INTO FRAMING SEE SUER 2 FOR DETAIL 4. CHALLIS A PEY ONLY TO 47M AN MULLION DIIIIUDED MULLIONS AS SPECIFIED HERE WHEN USED TO MULL WINDOVIS IN AN OVE114INDOI ORIENTATION WITH A HORIZONTALLY CONTINUOUS MULL. S READ WINDOW HETGM AND MULL SPAN ININCHES. DESIGN PRESSURE VALUES ON THSCHART ME POSITIVE AND NEGATIVE PSF. L DESIGN PRESSURE VALUES APPLY TO MULLION WHERE TWO OR MORE WINDOWS ARE USTED IN A LNGIE OPENING 7. MTCU TO PEA SON FOR MODE MULLION SPCCFICATIONS NOTES L THE DES" PRESSURES IN THIS CHART ARE FOR THE MULLIONS USTED HERE WHEN USED WITH THE CUP DETAILED IN THIS DOCUMENT. L FOR MULL CUR IN WOOD FRAMING INSTALU110M USE TWO RI 020WOOD SCREWS AT EACH ANCHOR CUP. MUST BE OF SUFFICEM LENGTH TO ACIOEVEA I In* MINIMUM EMBEDMENT INTO FRAMWG. SEE SHEET I IN DETAILS S. FOIL MULL CUPS IN CONCRMALASONAVISTALLATION USE TWOm InP OW TAPC2N SCREWS AT EACH ANCHOR CID. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 11/4• MINIMUM EMBEDMENT INTO FRAMING SEE SHEET 2 FOIL DFIMUL 4. CHARTS APPLY ONLY TO 4700 FIN MULLION DnUDM MILLIONS ASSFEOFIED WERE WHEN USED TO MLN VUIDONS IN A SIDE -BY -SIDE ORIENTATION WITH CONTINUOUS TRANSOM AND IORODNTALLY CONTINUOUS MNL READ WLNDOW HDGNT AND MULL SPAN IN INCHES. DESIGN PRESSURE VALUES ON THE CHART ARE POSITIVE AND WCATM Pg. S. DESIGN PRESSURE VALUES APPLY TO MULLION WHERE TWO ON MORE VIHNDOWS ME LISTED W A SINGLE OPENING. 7. REFER TO PER 3064 FOR MORE MULLION SPECIKATIONL Ilk Ply GpEoM433 K ALAIN ST..10 BOX SOe, ROCKY MOIMi, VA 24131 Pit 540464.4349 FX 5404644W O r•••* P OSSSI rL Z m 2 J UI co w t2i= UVTZ c PGW130 SHEET: 4 OF 5 DESIGN PRESSURE CHARTS FOR CONTINUOUS VERTICAL MULLION Maximum design pressure capacity chart (pso Series 4700 Vertical Mullion (Twin) (11090) Design pvessures are limited either by mullion or anchor screens or anchor clip capacity Heicht Unit Width lint In) 18.0 21.0 24.0 27:0' 30.0 33.0' 38.0 39.0 - 42.0 1 45.0 48.0 510 24.0• 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 30:0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 38.0, 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 42.0 75.0 75.0 75.0 76.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 48.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 750 S,4.0' 75.0 75.0 75.0 75.0 75.0 75.0 73.0 70.3 68.2 66.7 65.7 64.9 80'0 1 75.0 75.01 75.0 75.0 70.0 65.9 62.5 59.9 57.7 56.0 54.7 53.3 82Y0. 75.0 75.0 75.0 72.2 67.1 63.0 59.7 57.0 54.9 53.1 51.3 49.1 ee.6 75.0 75.0 73.01 66.7 61.8 57.5 53.6 50.4 47.9 45.7 44.0 41.8 72'0 75.0 71.6 63.2 56.8 51.7 47.6 44.3 41.5 39.2 37.3 35.7 33.6 84.0 60.6 52.2 46.0 41.2 37.4 34.3 31.8 29.7 27.9 26.4 25.1 23.3 NOTES L 711E DESIGN PRESSURES IN THIS CLAW ME FOR THE MULLIONS LIMIT HEAL WHEN USED WITH THEM DETAILED IN THIS DOCUMENT. H. FOR MULL MS IN WOOD FRAMING INSTALLATION USE TWO 1216IOWOOD SCREWS AT EACH ANCHOR M. MUST M OF SUn1OENT LENGTH TO ACHIEVE A 11/P MUDMUM EMBEDMENT INTO FRAM001 SEE SHEET T FOR DETAILS S FOR MULL CUPS IN CONCRETEMASONRY L49AUAIIOU USE TWO IU yIP ITW TAEODN SCREWS AT EACH ARCHOR CUP. MIST BE OF SUFROENT LENGTH TO ACHIEVE A 1114• MINIMUM EMKDMENT HMO FRAMINGG, SEE SHEET T FOR DETAILS. A. CHARTS APPLY ONLY TO 47M FIN MULLON CMDED MULLIONS AS SPECIFIED HERE WHEN USED TO MULL SME41-SIDE WINDOWS MM A VERTICALLY CONTINUOUS MULL S. READ WUIOOWVAOTH AND MULL SPAN IN INCHES. DESIGN PRESSURE VALUES ON TRIO CHART AM POSITIVE AND NEGATIVE SF. S DESIGN PRESSURE VALUES APPLY TO MULLION WERE 7W0 OR MORE WINDOWS AM LISTED IN A SINGLE OPENING. 7. RIFE TO rEA 30E4 FOR MORE MULLION SPECIFICATRONS Ilk R 1A 1 PlyGpoM 433 K MALJ ST.O BCRH 559. ROM MMW. VA 24151 Pit 540-4B44349 F7t 540-4114a440 m o o U Zo$ isNCDd OOf S rX LDm< z<m: j d CO U; 0 d 0 Z H o V) P W U) LU L LU 4 pOI ZV IN2 PGW130 SHEET: 5 OF 5 PLY GEM WINDOWS 4700 FLANGE MULLION NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FBC, SECTION 272053. 2. MULLION INSTALLATION DETAILS APPLY TO PLY GEM 4700 FLANGE ALUMINUM E MUDED MULL WITH ALUMINUM ANCHOR CUP WHEN USED TO MULL WINDOWS WITH A HORIZONTALLY OR VERTICALLY CONTINUOUS MULLION. 3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS ZONE 3 OR LESS. INDIVIDUAL UNITS MUST BE IMPACT RATED. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGION ZONE 4. S. USE 010 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1 1/2- INTO WOOD FRAMING. (SEE CHARTS & NOTES ON SHEETS 4 & S FOR DESIGN PRESSURE AND ANCHOR NOTES). 6. USE 3/16- ITW TAPCON SCREWS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1 2/4- INTO CONCRETE/MASONRY SUBSTRATE. (SEE CHARTS & NOTES ON SHEETS 4 & S FORDESIGN PRESSURE AND ANCHOR NOTES). 7. ZX4 WOOD BUCKS TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. S. SEE CHARTS & NOTES ON SHEETS 4 & S FOR DESIGN PRESSURE. 9. THIS MULLION IS ONLY VALID WHEN USED IN CONJUNCTION WITH APPLICABLE HORIZONTALPLYGEMPRODUCTS. MULL SPAN 10. ALL WINDOWS USED WITH THIS MULLION SHALL BE QUALIFIED UNDER SEPARATE APPROVAL 11. MULLION MATERIA-'606346 ALUMINUM. 12. CUP MATERIAL 6063-T6 ALUMINUM 13. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS &p TRANSOM HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE Y HEIGHT FOLLOWING PROPERTIES: DA. WOOD • MINIMUM SPECIFIC GRAVITY OF OSS TRANSOM HEIGHT WINDOWMULL Q iP W/ WIDTH ANCHORS. UNIT Z TYP HEIGHT WINDOW HEIGHT I HORIZONTAL MULL SPAN HORIZONTAL MULLION FOR WINDOW WITH TRANSOM B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 Psi. E WINDOW C. MASONRY -STRENGTH CONFORMANCETOASTM C-90, MULL HIIP W/ 2 2 2 WIDTH GRADE N, TYPE 1(OR GREATER). ANCHORS, TYP TABLE OF CONTENTS SHEET REVLSION SHEET DESCRIPTION 1 A MULLION ASSEMBLY ELEVATIONS & NOTES 2 MULL VERTICAL & HORL SECTION DETAILS AND ANCHORING 3 MULLION COMPONENT DETAILS 4 HORIZONTAL MULLION DESIGN PRESSURE CHARTS 5 VERTICAL MULLION DESIGN PRESSURE CHARTS j A I VERTICAL WINDOW MULLION HEIGHT SPAN C MULL CLIP W/ 2 `V1 ANCHORS, TYP HORIZONTAL MULLION FOR SIDE -BY -SIDE WINDOWS W/ TRANSOM OF B 2 WIIJI HEIH Lj[±=dL1 PLY wlN EGEM 433 R MAIN ST„ PO R0X 09, ROM MOUNT. VA 24151 Ht 540 4M{NR F%: 50494d16113 m wQt Zo _ Lnm 4D a Ox 2 H g m Z<m N w w o co LLi b l Q 0 hid O 0OW HT = .• O1 mZ H VERTICAL (TWIN) MULLION FOR o N ? _ % z SIDE -BY -SIDE WINDOWS o c v nwt; &: Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 201 S.01.0213:06:22-05'00' W131 1 OF 5 SHEATHING 3/4• MM ,, BY OTHERS EDGE DISTANCE I PLy GEM INSTALLATION ANCHOR / WINDOWS TWO (2) PER ANCHOR CLIP 2X WOOD FRAME BY OTHERS SEE NOTES 4 d 5 ON SHEET 1) 433 KKY MOUNT. VA 241OX 559. 1 1/2• MIN. oocn Mow+r, v t u EXTERIOR FINISH EMBEDMENT BY OTHERS nc 5404Md344 Fx. Sw+N.aw MULLION FRAME 11/2' MTN. 11084 EMBEDMENT Z Z n O rOr 2# MULLION CLIP r 3/4' MIN. W 9 I1087-2 MULLION FRAME 1 EDGE DISTANCE 11084 Z = LL O.A. WINDOW L MULLION CLIP i w + HEIGHT #11087-2 g "vAy m N 4C m EXTERIOR INTERIOR a q w o < ; A VERTICAL SECTION a w o j91 2 HEAD -2XWOOD/CONCRETE/MASONRY INSTALLATION ANCHOR MULLANCHOR CUP TWO (2) PER ANCHOR CLIP MULLION FRAME (SEE NOTES 4 d 5 ON SHEET 1) 11084 SHEATHING O. A. WINDOW BY OTHERS EXTERIOR INTERIOR WIDTH EXTERIOR FINISH °D BY OTHERS In g VERTICAL SECTION p HORIZONTAL SECTION Z 2 4700 FLANGE MUWON 2 JAMB - 2X WOOD FRAME O JAZOMULL ANCHOR CUP U) + W Lu i a EXTERIOR INTERIOR O.A. WINDOW HEI6HT 1/ 4'-20 TEK SCREW 2 EACH SIDE) Z MULLION CLIP ULLION FRAME 11087-2 * a9 S( 11/4• MIN. #11084 O % Z, MULLION EMBEDMENT11084 n EXTERIOR FINISH EXTERIOR INTERIOR _ LL BY OTHERS T- y 11091 INSTALLATIONANCHOR i •., TWO (2) PER ANCHOR CLIP 1X WOOD FRAME fA WINDOW FRAME SEE NOTES 4 6 5 ON SHEET 1) BY OTHERS (OPTIONAL) CONCRETE/MASONRY 2-1/2' MIN iv j BY OTHERS EDGE DISTANCE N 3 _ = N Z F VERTICAL SECTION E VERTICAL SECTION o 2 SILL - CONCRETE MASONRY 2 T-MUWON DW6#: MULL ANCHOR CUP PG W 131 SHEET: 2 OF 5 P PLy GEMWINDOWS ua ra wua+sr.,ro p0%579. porn wr+t, ve x u HORIZONTAL MULLION PK VERTICAL MULLION HORIZONTAL uFX 11084 1/4'-20 TEK SCREW m R T. gsp (2 EACH SIDE) o j 11091 Z+ F yj m 0. 210' DIAL 3/B' ' tl p m 4' 0. 165' DIA. Z C Li 17/ B• 3/8' l 7/ 167/B' 11 Z 11/ 16' m 17/ B' 2 5/B' 1 11/16' + + = p < d w OI L a a. o I31/4 1 5/16' IF~— 4' ANCHOR CLIP #11087-2 6063- T6 ALUMINUM T-CLIP #11091 v) 6063- T6 ALUMINUM 0 USEDTOMULLVERTICALMULLIONHz TO HORIZONTAL MULLION V) p Fj LIJ W p L 2 7/8' 1 3/16• 15/16' Z , 17/ 16- O * as 4700 FLANGE MULLION (#11084) = N =. .2 6063- T6 ALUMINUM ;'•.. ov N T m W GN 3IX =S uZ Dwr, #: P& W131 SHEET: 3 OF 5 DESIGN PRESSURE CHARTS FOR CONTIIJUOUS HORIZONTAL MULLION Maximum design pressure capacity chart Series 4700 Horizontal mullion, single with transom (11084) Design pressures am limited either by mullion or anchor screw or anchor clip capacity. 14n1nh1 6nI I Wt width nnI Window Transom F-18-.07 21.0 24.0 27.0 30.0 33.0 36.0 39.0 42.0 45.0 48.0 1 S3.0 124!0` 12:0 " 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 130!Obr 15'0 •' 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 36:071 a -16!0 "' 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 i42.0- 11!0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 t,W.01' 2!0", ' 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 54!0" 2710- - 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 60!0 .... 30.'0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 74.3 66!0 33A• 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 72.6 72.0 ' 36.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 71.0 Maximum design pressure capacity chart (psi) Series 4700 Horizontal mullion, twin with transom (11084) Design pressures ate limited either by mli9on or anchor screw or anchor cop capacity. N InhN On1 I Intl uAA1h Gn\ WlndoW TI mom Sao 420 4a.o SCO Sao 6&0 720 78.0 to 9a0 1 9&0 10&0 24.0 120 1 750 1 75.0 75.0 75.0 750 760 74.8 53.4 54.5 44.2 30.3 28.8 30.0 1&0 750 75.0 75.0 760 750 71.7 601 51.0 43.9 35.9 29.4 21.7 ILL 1&0 76.0 7&0 76.0 75.0 73.2 80.2 50.4 42.8 30.8 30.4 24.9 18.3 420' 21.V, 75.0 75.0 75.0 73.7 833 52.0 43.5 3&9 31.e 28.5 21.7 15.9 48F0 24:0 75.0 770 65.7 60.9 55.9 45.9 38.4 32.5 28.0 23.5 19.2 14.1 54.0 27.0 70.0 62.1 55.3 51.9 485 41.1 344 29.1 25.0 212 17.3 127 60.0 3070 61.8 SCS 49.2 45.2 42.0 37.3 31.2 26.4 22.8 19.3 15.8 11.6 86:0 33.'0 55.3 48.7 43.8 40.0 37 1 34.2 28.5 24.2 20.7 178 14.5 10.7 720 3&0 50 0 43.9 39.4 35.9 33.2 31.0 28 4 22.3 1 19.1 18.5 11 13.5 9 9 NOTES L THE DESIGN TIESSIUDES W THIS CHART ME FOR THE MINIONS LISTED HEIIE WNW USED WITH THE CUP DETAILED W INS OMMEM. 2. FOIRMULL CAS IN WOOD FRAMING INSTALLATION IIIE TWO (2) 820WOOD SONMS AT EACH ANCHOR DU. MUST BE DF SUFFICIENT LENGTH TO ACHIEVE A I trr MINIMUM EMINDMEIIT INTO FRAMING. SEE SHEET 2 FOR DBMS I FOR MULL CUR W CONCREWMASOURY INSTALLATION USE TW012T 3I1C STOW TAPEDN SCREMS AT EACH ANCIDII CUP. MUST PE OF SUFFICIENT LENGTH TO ACHIEVE A 11r4' MINIMUM EMREDMEM INTO FRAMING. SEE SHEET 2 FOR DETAILS, 4. CARTS APEIY ONLY TO 47M FLANGE MULLION EXTRUDED MULLIONS AS SPECIFIED HERE WHEN USED TO MULL VANDDM IN AN OVER-UNDER ORIENTATION WITH A HOROONTALLY CONTINUOUS MULL S. REM WINDOW HEIGHT AND MULL VAN IN 01011L DESCH PRESSURE VALUES ON THIS CHART ME POSITIVE AND NEGATIVE rSF. t DESIGN PRESSURE VALUES APPLY TO MULLION WHERE TWO OR MORE VaNDONS ARE LISTED W A SINGLE OPENING. 7. REFER TO PER 30B FOR MORE MULLION SPECIFICATIONS, NOTES L THE DESIGN PRESSURES IN THIS CHART ARE FOR THE MULLIONS LISTED HEIG WHEN USED WITH THE CUP DETAILED IN THIS DOCUMENT. L FOR MW CPS W WOOD FRAMING INSIAIL\7ION USE Two 12Fr10 WOOD Sa"SAT EACH ANCHOR CLIP. MUST BE OF ANnOENT LENGTH TO ACHIEVE A 1 Ire MINIMUM EMBEDMENT INTO FRAMING $EE SUER 2 FOR DETAILS, 3. FOR MULL CUM INCONCRTUMASONRT INSTALLATION USE TWO(() EnC HEW TAKON SCREWS AT EACH ANOHOIL CLIP. MUST PE OF SUmOENT LENGTH To ACHIEVE A I L4' MR/IMUM EMBEDMENT INTD FRAMING. SEE SHEET 2 FOR DETARS 4. DINTS APPLY ONLY TO 170D FLANGE MULLION CTRUDED MULUONSAS SPECIFIED HERE WHEN USED 10 MULL WINDOWS IN SIDE4YSIDE ORIENTATION WITH CONEW Wla TRANSOM AND HORIZONTALLY CONTINUOUS MULL S. REM WINDOW HEIGHT AND MULL SPAN IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART AM POSITIVE AND NEGATIVE Pg. L DES"PRESXN2 VAUNQ APPLY TO MULLION WHERE TWO OR MORE MINDO" ARE LISTED W ASINCE OPENUM 7. REFER TO PER 30E5 FOR MORE MULLION SPECTGTHONS. l Y 040 PLy GEMWINDOWS 433 N. MAIN ST- PO BOX 5". ROCKY MOUNT. VA 24171 AN: 540-454.6348 F709/0.4M•i615 Oj o aD T U #Qa 3Z4Z3 0mm pw w 8 CD N halm; L4NNNppV2SW i LUCi'ip2,,, C m U.;10 MuORd i aC V) Z Oo w W cc iE LL o R a lv I V) CID ;2 I 4 OF 5 Maximum design pressure capacity chart (pso Series 4700 Vertical Mullion (Twin) (11084) Design pressures are limited either by mullion or anchor screws or anchor clip capacity Heioht Unit Width fin) DESIGN PRESSURE CHARTS FOR CONTEII&M5 VERTICAL MULUCIN in) 18.0 21.0 24.0 27.0 30.0 33.0• 36.0 39.0- 420 45.-0 48.-0 53.0 24:0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 30'0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 36:0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 4" 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 48;0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 540 75.0 75.0 750 75.0 75.0 75.0 73.0 70.3 68.2 66.7 65.6 64.5 460"0 75.0 1 75.0 75.0 74.6 68.3 63.3 59.3 56.1 53.5 51.4 49.8 47.9 62.10 75.0 75.0 75.0 69.6 63.6 58.9 55.1 52.0 49.5 47.4 45.8 43.9 66!0 75.0 75.0 67.7 60.9 55.6 51.3 47.9 45.1 42.7 40.8 39.3 37.3 68!0 75.0 71.9 63.6 57.2 52.1 48.1 44.8 421 9.9 38.1 36.5 34.6 72!0 74.0 63.9 56.5 50.7 46.2 42.5 39.5 37.1 5.0J4.3 33.3 31.9 30.0 84!0 52.2 45.0 39.7 35.6 32.4 29.7 27.6 25.8 23.1 22.0 20.5 NOYES 1 711E DESIGN PRESSURES W THIS OWGARE FOR ME MUUXVS LISTED HERE WIGN USED WIIN FIVE CP DETAILED IN THIS DOEVMENI. i FOR MULL CUPS IN WOODFRAMNG INSTAUATION USE TWOM DIDW00D SOM AT EACH ANOIOR CP. MIST ILE OF SUFFICIENT LENGTH TDACOEVE A 1 VZ' MIMMUM EMBEDMENT INTO FRAMING. SEE SHER T FOR DETAILS. S. FOR MULL CPS IN CONCREWMASONA ISTAIIAnON USE TWO ED VIr IWI TMmN SCREWS AT EM N ANCHOR N. MUST K OF WAIDENE LCIGTN TO ACHIEVE A 1114• MINIMUM EMUOMENF INTO FRANUNG. SEE SIM 3 FOR DETAILS 4. 01MFS MKT ONLY TO 47W FLANGE MULLION OIIRIIDED MULLIONS AS SPEWED NEAR WHEN USED TO MULL11DE4T-SIDE WINDOWS WIINA VEATIGLLT CONTINUOUS MULL S READ WINDOW WIDTH AND MINI SPAN IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE POSITIVE AND NEGATIVE Pg. G DESIGN PRESSURE VALUES MKT TO MULLION WHERE TWD OR MORE WINDOWS ARE LISTED IN A SIMILE OKMHG. 7. REFER TO PER 30B FOR MOLE MULLION SKCFIEATIOUL Ilk k r- PLY GEMWINDOWS 433 K MAIN ST.00 RmC SH. ROM MOUNT, VA E4151 Kt 34041144346 FX 0/0.4114-OW1 ZO _ R T zg: 0 NCa M w pml i g Sw g DO UI me z < m n o KZiw W N aa W 1i~R 5 C W a o. G V) Z o u LU w Iry c a T N 3 SS u.Z O p U h V6 * P&W131 1EET- 5 OF 5 Florida Building Code Online Page 1 of 1 acts Home I Log In ; User Registration I Hot Topics I Submit Surcharge I Stats S Facts I Publications I FBC Staff I acts Site Map I Links I Search fRJI l r ®Product Approval USER: Public User ak naarm Product Aooroval Menu > ProduR or AoolluUon Searoh > Application List Search Criteria Code Version 2014 FL# 12194 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Annlicatinns E A im Manufacturer Validated By Status FL12194-RS Revision Aluminum Coils, Inc. Locke Bowden Approved History Category: Panel Walls 334) 300-1800 Subcategory: Soffits npproveo uy uorK. npprovars oy uorn snag ae rewewea ana raaneo cy one tvt- anaror me k.ommrssrgn a necessary. Contact Us :: 2601 alalr Stone Road, Tallahassee FL 32399 Phone: 1150-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Prlvacy Statement :: Ag25slblllby 5latement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 4S5.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address If they have one. The emalis provided may be used for aMdal 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 dick here . Product Approval Accepts: Credit Card Sate https://www.ftoridabuitding.org/pr/pr_app_tst.aspx 11 /29/2017 Florida Building Code Online Page 1 of 2 ProfessionalRegulation 09 SOS Home j Log In ; User Registration I Hot Topics Submit Surcharge l Stats & Facts I Publications i FSC Staff i SCIS Site Map i Links Search Florida Product Approval USER: Public User Product Aooroval Menu > PmdutS or Application Sean:h > Aoollratlen List > Application Detail FL # FL12194-RS Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email S001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcollsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcolisinc.com Quality Assurance Representative Address/Phone/Emall 1 Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden 2 Validation Checklist - Hardcopy Received Certificate of Independence FL12194 RS COI ALCiS001.2 Evaluation Report 2014 FBC 04 T4 Soffits - FINAL.pdf Referenced Standard and Year (of Standard) Standard AAMA 1402 Equivalence of Product Standards Certified By Sections from the Code Year 1986 https://www.ftoridabuitding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk... 11 /29/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option D 06/14/2017 06/14/2017 06/19/2017 08/08/2017 09/06/2017 FL # Model, Number or Name Description 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL12194 R5 II ALC1S001.2 Evaluation Reoort 2014 FBC 04 T4 Soffits - FINAL.odf Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +80/-90 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports FL12194 RS AE ALC15001.2 Evaluation Report 2014 FBC 04 T4 Soffits - FINAL.odf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Saone Road, Tallahassee FL 32399 Phone: 850.487-1824 The State of Florida Is an AA/EEO employer. copyright 2007-2012 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 mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. `Pursuant to Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which an be made available to the public. To determine If you are a licensee under Chapter 4SS, F.S., please click JIM. Product Approval Accepts: Credit Card Sate https://www.floridabui[ding.org/pr/pr_app_dtt.aspx?param=wGEVXQwtDquk... 11 /29/2017 CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5T" EDITION (2014) Manufacturer: ALUMINUM COILS, INC. Issued August 27, 2015 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumeoilsine.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code .Sections: 1404.5.1. 1710.9.4 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-W3-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturers 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. Feld fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.0194nch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. ALCI5001 FL12194-R3 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. 0 C R E E K ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION 16" Q4 Soffit Preformed nominal 0.01354nch thick, 3105 H-14 aluminum soffit P,anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in Ain.ft for the 'full vent' configuration and 11.1 In2Ain.ft and for the 'center vent configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.01354nch thick, 3105 H-14 aluminum soffit In?, provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent configuration and 4,2 in2Ain.ft for the 'center vent configuration. See Appendix D for dimension drawings. ALC15001 FL12194-R3 Page 2 of 3 This evaluation report Is provided for State -of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does. not express nor imply warranty. Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5(' Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. No 74021 CC 13 STATE OF00- d'S+ON A E J' CrisII CERTIFICATION OF INDEPENDENCE 2015.08.27 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 or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial Interest In any other entity Involved In the approval process of the product APPENDICES 1) APPENDIX A —Approved Systems (7 pages) 2) APPENDIX B —Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001 FL12194-R3 Page 3 of 3 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, Installation, recommended• use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC Appendix A APPROVED SYSTEMS The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1710.9.4. 2. Refer to UmITATIONS 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 areas follows: a. 12" T4 Soffit —12-inch o.c. Fastener Fastener Location Location 1 1 b. 12' T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location Location 1 Location 1 Location 1 c. 16" Q4 Soffit —16-inch o.c. Fastener Location Fastener 1 Lotion ALC15001 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 ALUMINUM COILS, INC Soffits Appendix A d. 16' Q4 Soffit — 8-inch o.c. Fastener Location il- Fastener Fastener Location Approved System Numbers -.and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-Inch Overhang with J-Channel MA Approved Systems for 16-Inch Overhang with F-Channel 1 roved Systems for 16-Inch Overhang with.J-Channel 24 -# Approved Systerns for 24-Inch Overhang with F-Channel 24,14 1 Approved Systems for 24-inch Overhang with J-Channel Approved Systems for 12-Inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width Psi Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment Max. One (1) min. 3/8-Inch head dia. nail, One ( st min. 3/8 x 3/8-Inch One (1) min.1 3/4anch long x 12F-1 16-inch Wood min. 1.25-Inch embedment spaced Wood crown staple spaced 16-Inch 0.072-Inch dia. x min. 3/16- 0.0 244nch o.c. D,G inch head dia. trim nail spaced 364nch o.c. Max. Three (3) min. 3/4-Inch x 1/4-inch One (1) min 3/44nch x 1/44nch One (1) min.1 3/4-Inch long x 12F-2 164nch Wood crown staples in diamond pattern Wood crown staple spaced 8-Inch o.c. 0.072-inch dia. x min. 1/4-inch 48 spaced 24-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 Inch o.c. 12F-3 Max. Masonry One (1)14 ga. 5/8 Inch long T nail Wood One 1 min 3/44nch x 1/4-Inch One (1) min.1 3/44nch long x 0.072-inch dia. x min. 1/4-Inch 4816anchspaced8-Inch o.c. crown staple spaced 84nch O.C. and securing each panel lap head dia. trip nail spaced 48- 2 Inch o.c ALC15001 FL12194-R3 Page 2 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orqualityassurancechangesthroughoutthedurationforwhichthisreportIsvalid. This evaluation report does not express nor imply warranty, installation, recommended use, or otherproductattributesthatarenotspecificallyaftessedherein. CREEK - ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC Appendix A Approved Systems for 124nch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width Psi) Substrate F-Channel Panel Attachment SubstrateAttachment Panel Attachment Fascia Cap Attachment Max Three (3) min. rowInchx1/4-inch crown, One (1) min. #8 x 1/24nch long x 3/84nch head diameter One (1) min 3/4-inch x One (1) min. 1 314-Inch long x 12J-1 16-Inch Wood staples in diamond pattern spaced 24- screw spaced 16-inch o.c. Wood 1/44nch crown staple 0.072-inch dia. x min. 1/4-inch head dia. tripnails aced 48- ph 48 64.2 Inch o.c. connecting soffit to J-channel spaced 84nch oxc . Inco.c. Approved Systems for 16-Inch overhang with. F-Channel Wall. Connection Eave Connection System Panel' MDP No. Width (Psn Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One ( 1)18 ga. 1WInch crown x One (1) min. 1.754nch x 16F- 1 Max. 124nch Masonry MasonOne (1)14 ga. 5/84nch long T nail spaced max 8-Inch o.c. Wood 14nch leg staples spaced max 4- Inch o.c. and securing each 0. 0724nch diameter finishing nail with min. 3116- 353.3 panel lap Inch head spaced 124nch o.c. Three ( 3)18 ga.1'/4dnch crown x 1- One (1)18 ga.1/44nch crown x One (1) min.1.75-Inch x 0. 0724nch diameter 16F-2 124nch Wood Inch leg staples in diamond pattern Wood 1-inch leg staples spaced max 4- Inch o.c. and securing each finishing nag with min. 3/16- 353.3 spaced 16-Inch o.c. panel lap inch head spaced 12- Inch o.c. Max One (1) 3/8-inchhead dia. nail, min. One (1) min 318-Inch x 3/84nch One (1) min. 1 3/44nch long 16F- 3 16- Inch Wood 1.254nch embedment spaced 24- Wood crown sta to s aced 16-inch px 0.072 inch dia. x min. t25. 6 Inch o.c. o 3/ 164nch head dia. trim nail spaced 364nch o.c. Max. Three (3) min. 3/4-inch x 1/flinch One (1) min. 1 3/4-inch long 16F- 4 16- Inch Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-Inch dia. x min. 1/4- 27 spaced 244nch o.c. crown staple spaced 84nch o.c. inch head dia. trip nail 36.1 spaced 484nch o.c. ALC15001 FL12194-R3 Page 3 of 7 This evaluation report Is provided for State of Florida product approval under Rule 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 productattributesthatarenotspecificallyaddressedherein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-Inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psi Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1)18 ga.1/4inch crown x One (1) min.1.75-inch x 16F-5 Max. 16-Inch Masonry One (1)14 ga. 5/8-Inch long T nail spaced 84nch o.c. Wood 1-inch le staples saced 4- Inch o.c. and securing each 0. 072-inch diameter finishing nail with min. 3/16- 43.3 panel lap inch'head spaced 16- inch o.c. Max Three (3)18 ga.1/4-Inch crown x 1- One (1)18 ga. 1/4-inch crown x One (1) min. 1.75dnch x 0. 072-inch diameter 16F-6 16- inch Wood inch le staples in diamond pattern g p Wood 1-inch leg staples spaced 4 inch o.c. and securing each finishing Hall with min. 3/16- t43.3 spaced 16-inch o.c. panel lap inch head spaced 16- inch o.c. Approved Systems for 16-inch overhang with J'-Channel Wail Connection Eave Connection System Panel MDP No. Width iPs Substrate J-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment Max. Wood Three ( 3) min. 3/44nch x 1/44nch One (1) min.1 3/4-Inch 16. 1-1 16- Inch crown staples In diamond pattern Wood One (1) min 3/4-inch x 1/flinch long x 0.072-Inch dia. x 23.6 spaced 244nch o.c. crown staple spaced 8-Inch o.c. min. 1/4-Inch head dia. trip 31.4 nail spaced 48-inch o.c. ALC15001 FL12194-R3 Page 4 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC. ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 244nch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1)18 ga.1/44nch Nominal 1x2 crown x 14nch leg Three (3)• 18 ga.1/4- No.2 SYP anchored to staples spaced 12-inch o.c. searing One (1)18 ga. 1/4- One 1 min. 1.75-Inch x 24F-1 Max. Wood inch crown x 1-inch le staples in9p rafter one each panel lap Wood Inch crown x 1-Inch 0.072-Inch diameter 124nch diamond pattern 1) min. 2.25- inch x 7d ringOne 1) min.1.75-Inch leg staples spaced 8- finishing Hall with min. 3/16-Inch head spaced 80/-90 spaced 16-inch o.c. shank shank nailkail x 0.072-Inch diameter inch O.C. 12-inch o.c. n finishing nail with min. 3/16-Inch head spaced 4-inch o.c. One (1)18 gaA/44nch crown x 1-inch leg Nominal 1x2 staples spaced One (1) min. 1.5- Inch x 11 ga. No.2 SYP anchored to 124nch o.c. searing each panel lap One (1) IS ga.1/4- One (1) min. 1.75-Inch x 24F-2 Max 12-inch Wood smooth shank rafter with one yy inch crown x 1-Inch 0.0724nch diameter nhi nail with min. 801 roofing Hall spaced 1) 7d x 2.25- One (1) min.1.75-Inch leg staples spaced 8-fiisng inchh 3116-I nchnchhead spaced 76.6 164nch o.c. inch ring shank x 0.072-inch diameter o.c. h o.c. nail 24-Inch o c. finishing nail with min. 3/ 164nch head spaced 4- inch o.c. One ( 1)18 ga.1/44nch crown x 1-inch leg Nominal 1x2 staples spaced Max One (1)14 ga. 5/8- No. 2 SYP anchored to 124nch o.c. searing each panel lap One (1)18 ga. 1/4- One (1) min.1.75-Inch x 0. 072-Inch diameter 24F-3 124nch Masonry inch long T nail tafter with one Wood inch crown x 1-Inch finishing nail with min. 80/ spaced 8-Inch o.c. p1) 7d x 2.25- One (1) min. 1.75-Inch x leg staples spaced 8- Inch o.c. 3/16-inch head spaced 76.6 Inch ring shank 0.072-inch diameter 12-Inch o.c. na124- Inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. ALC15001 FL12194-R3 Page 5 of 7 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty. Installation, recommended use, or other productattributesthatarenotspecificallyaddressedherein. CREEK TECHNICAL SERVICES, LLC. ALUMINUM COILS, INC soffits Appendix A Approved Systems for 244nch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psfl Substrate F-Channel Batten Panel AttachmentAttachment Substrate Panel Attachment Fascia Cap Attachment One (1)18 ga.1/44nch Nominal 1x2 crown x 1-inch leg Three (3)18 ga.1/4- No.2 SYP anchored to staples spaced 124nch o.c. securing One (1)18 ga.'1/4- One (1) min. 1.75-inch x 24F-4 Max Wood inch crown x 14nch leg staples in rafter with one each panel lap inch crown x 1-inch 0.0724nch diameter 164nch diamond pattern 1) min. 2.25- Inch x 7d ring One (1) min. 1.75-inch Wood leg staples spaced 8- inch o.c. and securing finishing nail with min. 31164nch head spaced 801.60 spaced 164nch o.a 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 44nch o.c. One (1)18 ga.1/44nch crown x 14nch leg Nominal 1x2 staples spaced One (1) min. 1.5- No.2 SYP 124nch o.c. securing One (1)18 ga. 1/4- One (1). min. 1.754nch x Max Inch x 11 ga. anchored to each panel lap inch crown x 1-Inch 0.072-Inch diameter 24F-5 1664nch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 801.60 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.754nch inch o.c. and securing 3/164nch head spaced 16-Inch o.a Inch ring shank x 0.072-Inch diameter each panel lap 16-inch o.c. nail 244nch o.c. finishing nail with min. 3/16-Inch head spaced flinch o.c. One .(1)18 ga.1/44nch crown x 1-inch leg Nominal 1x2 staples spaced No.2 SYP 12-inch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.75-inch x Max One (1)14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.0724nch diameter24F-6 1664nch Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 801.60 spaced 8-Inch o.c. 1) 7d x 2.25- One (1) min.1.75-Inch Inch o.c. and securing 3/16-inch head spaced Inch ring shank x 0.0724nch diameter each panel lap 16-Inch o.c. nail 244nch o.c. finishing nail with min. 3/16-inch head spaced nch o.c. ALC15001 FL12194-R3 Page B 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 addiessed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 244nch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MOP No. Width iPs Batten J-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Nominal 1 x2 No.2 SYP scabbed between Nominal 1x2 rafters with'one (1) min. 2.254nch x 7d One (1)18 ga.1/44nch No.2 SYP Three (3)18 ring shank nail straight-naied through clown x 1 inch leg staples spaced anchored to 9 a.1/4-Inch crown Ihe.rafter Into the end 124nch o.c. securing One (1)18 ga. /. One (1) min. 1.75-Inch 24J-1 Max rafter with one x 1-Inch leg of the batten or two (2) each panel lap inch crown x 1-inch x 0.0724neh diameter 12-inch 1 min. 2.25- staplesWoodindiamondmin. 2.25anch x 7d One (1) min. 1.754nch leg staples spaced finishing nail with min. 360 Inch x 7d ring pattern spaced 16- dng shank nails toe- x 0.0 2- x o.072-Inch diameter 8-Inch o.c. 16-Inch head spaced shank nail 244nch o.c: inch o.c. neged on either side of the batten at each finishingnag with min.12-Inch allw o.c.. battenlrafter 3/1 -head spaced Intersection. Max. 4Inch rafter spacing is 244nch o c. Nominal 1x2 No.2 SYP scabbed between Nominal 1x2 rafters with one (1) min. 2.254nch x 7d One (1)18 ga.1/44nch No.2 SYP Three (3)18 ring shank nail straight -nailed through cram 1-Inch leg staples spaced One (1)18 ga.'/.- anchored to 9 a.1/4-inch crown the rafter Into the end 124nch o.c. searing inch crown x 1-Inch One (1) m1n.1.75-inch 24J_2 Max rafter with one x 1-Inch leg of the batten or two (2) each panel lap Wood leg staples spaced x 0.0724nch diameter 164nch. 1 min. 2.25- stastaples in diamond min. 2.254nrh x 7d One (1) min.1.75-Inch 8-inch o.c. and finishing nail with min. 53.3 Inch x 7d ring pattern spaced 16- ring shank nags toe x 0.072-Inch diameter securing each. panel 3/16-Inch head spaced shank Hall Inch o.c. naiad on either side of the batten at each finishing nag with min. lap 16-Inch o.c. 244nch O.C. cbs 31161nch head spaced Intersection. on. Max. M 44nch o.c. rafter spacing is 244nch o.c. ALC15001 FL12194-R3 Page 7 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. No. I Installation Detail Min. 3/81•head aia. nail with min. lWq engagement(for wood substrate) or min. 0-097• dia. T-nail or -stub nail with min. 'S%B° engagement(for concrete or block substrate), spaced as noted above. ASCIA SUP BOARD FASCIA TRIM 12F-1 & I I I II \ F I SOFFIT CHANNEL OVERHANG WIDTH VARIES) 12F-3 Wood, Concrete or Block A FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. LPAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12" PIECE SOFFIT & FASCIA 'DETAIL ALC15001 FL12194-R3 Page 1 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This. evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail OPEN RAFTER ; n ;SOFFIT STAPLE 3/4' X 1/4' DIAMOND PATTERN CROWN STAPLES i D ETAI L USING A DIAMOND PATTERN FACIA BOARD O It i 12F-2 FASCIA CAP 3/4' X 1/4- CROWN FACIA BOARD 8' 1-3/4' TRIM NAILr.r STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. CHANNEL CAN BE PAINTED S.S. 48' INSTALLED WITH THE O.C. FASCIA CAP NAILING FLANGE UP OR 3/4',X 1 4DOWN / CROWN STAPLE SOFFTr— max • 12-inch span WOOD UBSUBSTRATE SOFITT SOFFIT & FASCIA DETAIL ALCIS001 FL12194-R3 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product atUibutes that are not specifically addtessed herein. 12J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN screwed to soffit with one(1) .11B x 1/2• x 3/8• head. diameter screw, 16- o.c. WOOD OR BLOCK SUBSTRATE OPEN RAFMR ALUMINUM COILS, INC Soffits Appendix B n„ ` 1 SOFFIT STAPLE DIAMOND PATTERN FACIA BOARD j L73M BMW I DETAIL nAn. 0 ASCIA CAP 3/ 4- X 1/4• CROWN 1 _ 3/4' TRIM NAIL FACIA BOARD STAPLE - 8. ON CENTER PAINTED S.S. 1-3/4- TRIM( NAIL PAINTED S.S. 48• O. C. FASCIA GIP 3/ 4- X 1/4- SOFFIT — max. 12-inch span CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL ALC1S001 FL12194-R3 Page 3 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shell notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installatibn Detail I'j' TRIM HAD. FASCIA BOARD PAINTED S.L--\ fASM [AP SOFFIT 1';;}' CROWN STAPLE OPEN RAFTER FASCIA BOARD It 64 SIB' i4Nll 16F-1 SOFFIT & FASCIA 16F-5 E I DETAIL FASCIA [AP; REFER To'SOFFR i FASCIA CHANNEL DETALL SOFFIT; MAX. IV SPAN HASOKRY----1SUBSTRATE ALC15001 FL12194-R3 Page 4 of 12 This -evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes *throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B ALC15001 FL12194-R3 Page 5 of'12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orqualityassurancechangesthroughoutthedurationforwhichthisreportIsvalid. This evaluation report does not express nor imply warranty, installation, recommended use, or otherproductattributesthatarenotspedficallyaddressedherein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail OPEN WAFTER 3/4' X 1/.4' CROWN STAPLES USING- A DIAMOND PATTERN I — FACIA BOARD 16F-4 \ FASCIA CAP 3/4' X 1/4' CROWN 1-3/4' TRIM NAIL STAPLE 'B' ON CENTER F' CHANNEL CAN BE PAINTED S.S. 48' INSTALLED WITH THE O.C. NNUNG FLANGE UP OR DOWN SOFFIT —'max. 16-inch span WOOD SUBSTRATE 1-3/4' TRIM NAIL PAINTED S.S. ALUMINUM COILS, INC Soffits Appendix B SOFFIT STAPLE DIAMOND PATTERN DETAIL FACIA BOARD FASCIA CAP 3/4' X 1/4- CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 6 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t' TRIM NAIL FASCIA BOARD PAINTED SS. SOFFR FASCIA CAP OPEN RAFTER 1'at CROWN STAPLE FASCIA BOARD Tat' CROWN STAPLES USING.A DIAMOND SOFFIT 8 FASCIA 16F-2 & PATTERN. REFER TO DETAIL SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCA CAP, REFER / \ TO SOFRT t FASCIA F' CHANNEL DETAR. ISOFFIT: MAX. Ir 3/8 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. 16J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail X 1/4' CROWN STAPLE '24' CENTER USING •A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B OPEN RAFTER n SOFFIT STAPLE 01ST DIAMOND PATTERN FACIA BOARD I DETAIL 1-3/4- TRIM NAIL) PAINTED S.S. 48' O.C. SOFFIT -max•. 16-inch span CAP X 1/4' CROWN STAPLE '8' ON CENTER- 1-3/4- TRIM NAIL FACIA BOARD STAPLE PAINTED S.S. FASCIA CAP 3/4' X 1/4' CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL ALCI5001 FL12194-R3 Page 6 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not spe6ifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 24F-1 & 24F-4 ra}' CROMM STAPLES USING A DIAMOND PA77ERN: REFER TO SOFFIT STAPLE DIAMOND PATTERN DETAIL WOOD 1 J` TR01 NAIL PARITEO SS. Noakul rStr SYP Bar too Anth-re0 to F40ANNEL Rafters with at* 7d Ring Shook N&B at every Rafter CROWN STAPLE ALUMINUM COILS, INC Soffits Appendix B 1 t TRIM NAa FASCIA BOARD PANTED SS. FASCIA CAP aI'e2' CROWN STAPLE BOARD SOFFIT & FASCIA DETAIL FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL SOFFIT. hAX. 24' I 3/B SOFFIT STAPLE ALC15001 FL12194-R3 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orqualityassurancechanges'throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty,. installation, recommended use, or otherproductattributesthatarenotspecificallyaddressedherein. CREEK TECHNICAL SERVICES,, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I' TROM NAl ,,—FASCIA BOARD PAINTED SS. 14' SMOOTH SHANK ROOF NAILS FASCIA CAP SOFFIT r4' CROWN STAPLE I J' TRIM NAIL PAINTED S.S.FASCIA BOARD SOFFIT b FASCIA 24F-2 & DETAIL 24F-5 Y4' CROWN STAPLE FASCIA CAP. REFER TO SOFFIT t FASCIA DUAL Nominoi rx2' SYP F' Batton Anchored to SOFFIT: MAX 24' Roften rOh one ld Ring Shank Ne0 of onry Roller WOOD SUBSTRATE ALC15001 FL12194-R3 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 110A I 24F-3 & 24F-6 ALUMINUM COILS, INC Soffits Appendix B 1;' TRIM NAII FASCIA BOARD PAINTED S.S. FASCIA GP SOFFR CROWN STAPLE BOARD SOFFIT & FASCIA DETAIL CA i REM FIT L FASCIA ALC15DO1 FL72194-113 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G2O-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orqualityassurancechangesthroughoutthedurationforwhichthisreportisvalid. This -evaluation report does not express nor imply warranty, installation, recommended use, or otherproductattributesthatarenotspecificallyaddressedherein. CREEK TECHNICAL SERVICES, LLC S'ysterri No. I 'Installation -Detail 24J-1 & 24J-2 1'4- CROWN. STAPLES USING A DIAMOND PATTERN; REFER TO SOFFIT STAPLE DIAMOND PATTERN DETAIL I i' TRIN MAIL PAINTED S.S. 1100tM V a r SYP baftw webbed between rafters and CHANNEL > bt/ ?d Mg thmu0h the ra0er Into the and WO00 SUBSTRATE of the batten or two (2) Td MR apnk na0e tae.nalled an enter el0e of the batfem at the battaNrarter tntenectbn CROWN STAPLE SOFFIT; MAX 24- ALUMINUM COILS, INC soffits Appendix B f i' TRDI NAIL FASCIA BOARD PAINTED SS. SOFFIT FASCIA CAP CANTILEVERED' rj, CROWN STAPLE RAFTER FASCIA BOARD SOFFIT & FASCIA DETAIL FASCIA CAP, REFER TO SOFFIT L FASCIA DETAIL SOFFIT STAPLE DIAMOND PATTERN ALC15OO1 FL12194-R3 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or otherproductattributesthatarenotspecificallyaddressedherein. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC Appendix C DESIGN WIND LOADS The following tables provide design wind loads for components and cladding in accordance with Section 1609.1 of the FBC and ASCE 7-10 under the followingprovisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609•of the FBC. 2. Exposure B, C, and D shall be *as defined in section 1609 of the FBC. 3. Design wind loads are provided only for wallsisoffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ftz or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7: Vwc is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension 'a' shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001 FL12194-R3 Page 1 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 orqualityassurance•changes'throughout the duration for which this report is valid. This- evaluation report does not express nor Imply warranty, installation, recommended use, or otherproductattributesthatarenotspecificallyaddressedherein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Onnanrtiv C 1( Design Wind Pressures for Soffits in Exposure B . - Building Type Enclosed Negative Zone 4 Mean Roof Height ft 20 Basic Wind m h 120 16.9 130 19.8 140 22.9 150 26.3 Speed 160 30.0 170 33.8 180 37.9 190 42.2• 200 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6• 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36A 41.1 46.0 51.3 56.8 Loads) Enclosed Positive 5 4 20 20.8 24.4 28.3 32.5 37.0- 41.7 46.8 52.1 57.8 25 20:8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37:6 42.8 48.3 54.1 60.3 66.8 60 20 25.3 10.8 29.6 121 34.4 14.7 39.5 16.9 1 -44.9 19.2 50.7 21.7 56.8 24.3 633 27.1 70.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 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 Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10:8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 1 16.0 18.3 1 20.8 23.5 I 26.4 1 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 1 28.1 1 31.3 34.7 60 13.1 15.4 1 17.8 20.5 23.3 26.3 1 29:5 1 32.9 36.4 ALC15001 FL12194-R3 Page 2 of 4 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addfessed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Annendly C Desi n Wind Pressures for Soffits in Exposure C . Building Type Zone Mean Roof Height (ft Basic Wind Speed m h 120 130 140 150 160 170 180 190 200 20 21.7 25.4 . 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 4 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.6 50.2 56.3 62.7 69.5 50 60 26.2 27.2 30.8 31.9 35.7 37.0 41.0 42.5 46.6 48.3 52.6 54.6 59.0 61.2 65.8 68.2 72.9 75.5 Enclosed Negative Load's) 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.95 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 45.8 50 32.4 1 -38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 20 13.9 16.3 18.9 ' 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 Enclosed Positive 4 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 50 16.0 1 16.8 18.8 19.7 21.8 22.9 25.9 26.3 28.5 29.9 32.2 33.7 36.1 37.8 40.2 42.1 44.5 46.7 60 17.4 - 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Loads) 20 13.9 16.3 1819 21.7 24.7 27.9 31.2 34.8 38.5 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 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 1 27.2 31.0 35.0 39.2 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 orqualityassurancechangesthroughoutthedurationforwhichthisreportisvalid. This evaluation report does not express nor imply warranty, Installation, recommended use, or otherproductattributesthatarenotspecificallyaddressedherein. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC Appendix C li Design Wind Pressures for Soffits in Exposure D Building Type i Zone Mean HeRoofft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 4 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 Enclosed Negative 50 60 30.6 31.5 35.9 37.0 41.6 42.9 47.8 49.3 54.3 56.1 61.3 63.3 68.8 70.9 76.6 79.0 84.9 87.6 Loads) 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 5 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78A 87.6 97.6 108. t 20 16.7 19.5 22.7 26.0 29.6- 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 4 30 40 17.9 18.8 21.0 22A 24.3 25.6 27.9 29.4 31.8 33.4 35.9 37.8 40.2 42.3 44.8 47.2 49.7 52.2 Enclosed Positive 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 Loads) 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 1 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 5 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22A 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6• 35.9 40.5 45.4 50.6 56.1 ALC15001 FL12194-R3 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or otherproductattributesthatarenotspecificallyaddressedherein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 3/8" J-Channel 3/4" -- ISOMETRIC VIEW 3/0" 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 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 otherproductattributesthatarenotspecificallyaddressedherein. CREEK TECHNICAL SERVICES, LLC Fascia 5 3/4" 7/80, 1/8" HEM f 1/41, T 6"FASCIA i" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC soffits Appendix D ALC15001 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes'throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or otherproductattributesthatarenotspecificallyaddressedherein. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit t8' BLANK 3 / 8 PROFILE 2.625 REF. 30 TlP. 23 IYP. 0.125 TrP. DDDDDD DDDlu DDDDD D DDDDD DDDDD DDDDD LOMM FOMMED W SAME DMEMOH As NBS) ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 Page 3 of 4 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or otherproductattributesthatarenotspecificallyaddressedherein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 7/8" 3 1/8" • 7/8" 3 1/8" S/16" 1/2" 1/2" 1/2" 1/2" 1/2" 1/8" 3/8" 13.75" BLANK 3/8" PROFILE 2.625 REF. 50 TYP. 25 TW. 0.125 T W. DDDD DDDD OOODOD10 DDDD DDDDD m 00000 nM oiM rci".er.ct LOUVERS PoRM W SAYE 071=, " R165) END OF REPORT ALC15001 FL12194-113 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orqualityassurancechangesthroughoutthedurationforwhichthisreportisvalid. This evaluation report does not express nor Imply warranty, installation, recommended use, or otherproductattributesthatarenotspecificallyaddressedherein. Florida Building Code Online Page 1 of 1 SCIS Home I Lop In ! User Registration i Hot Topics I Submit Surcharge i Stats a Fags i Publications i FBC Staff i SCIS Site Map i Links i Search Or* Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application Llst Search Criteria Code Version 2014 FL# 5444 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Aoolications PA Tvoe Manufacturer Validated By SLaj u FL5444-R11 Revision CertainTeed Corporation -Roofing John W. Knezevich, PE Approved History Category: Roofing 954) 772-6224 Subcategory: Asphalt Shingles Approved by DBPR. Approvals by OBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your o-mall address released In response to a public-ntcords request do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for aMdal 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 h=. Product Approval Accepts: Credit'Card Safe https://www.ftoridabuitding.org/pr/pr_app_Lst.aspx 11 /29/2017 Florida Building Code Online Page 1 of 2 ProfessionalRegulation Ga .. acts Mome I Log In I user Registration I Hot Topics I submit Surcharge I Stats S Facts I Publications I FaC staff I SCIS site Map I unks I Search N rich 3 r ®Product Approval Ius8a: Public user Product Aooroval Menu > Product or Aopllcatlon SU= > Application LMt > Application Detail FL # FLS444-R11 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610) 893-5400 mark.d.harner@saint-gobaln.com Authorized Signature Mark Harrier mark.d.harner@saint-gobain.com Technical Representative Mark D. Harrier Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark.D.Harner@salnt-gobaln.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nleminen 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 10 Validation Checklist - Hardcopy Received Certificate of Independence FL5444 R11 COI 2017 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Standard year ASTM D3161, Class F 2009 ASTM D3462 2009 ASTM D7158, Class H 2O08 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabui[ding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgta... 11 /29/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option D 06/06/2017 06/08/2017 06/09/2017 08/08/2017 09/07/2017 FL # Model, Number or Name Description 5444.1 CertalnTeed Asphalt Roofing 3-tab, 4-tab, strip (no -cut-outs), laminated•and architectural Shingles asphalt roof shingles Limits of Use Installation Instructions Approved for use In HVHZ: No FL5444 R11 If 2017 06 FINAL ER CERTAINTEED Asphalt Shinale FL5444-RII.OdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-S9166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports FL5444 R11 AE 2017 06 FINAL ER CERTAINTEED Asphalt FI5444-1111.0dfShingle Created by Independent Third Party: Yes Pack Next Contact Us :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 8SO-487-1624 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 requast, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.407.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455, F.S., please dldc hap_ Product Approval Accepts: Credit Card Safe https://www.floridabuitding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgta... 11 /29/2017 j i11 W c+ "_ --- QOTRINITYIERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization //9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 3532.09.05-1111 FL5444-R10 Date of Issuance: 09/22/2005 Revision 11: 12/08/2016 SCOPE: This Evaluation Report is issued under Rule 611320-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the St" Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4ANE1983 The racslmne seal appearing was authorised by Robert Nleminen, P.E. on 12/08/2016. This does not serve as an etectronlcalfy signed document. signed, sealed hardmplas have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it Intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITYJERD ROOFING SYSTEMS EVALUATION: SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 5th Edition (2014) Florida Building Code and 5th Edition 2014) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Prone rty Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O08 3. REFERENCES: gniLv Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 OSNK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 OSNK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 UL LLC (TST 9628) ASTM D3462 4787380357 10/13/2016 UL LLC (TST 9628) ASTM D7158 4787380357 11/08/2016 UL LLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 Exterior Research and Design, I.I.C. Evaluation Report 3s32.09.05-Rli Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R30 Revision 11:12/08/2016 Page 2 of 12 QOTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT201, XT"' 25, Xi'" 30 and Xf"' 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia', Belmont'", Carriage House Shangle®, Grand Manor Shangle®, Landmark", LandmarkTM IR, Landmark'" Pro, Landmark" Premium, Landmark'" TL, landmark•" Solaris and LandmarkTM" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate"' is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake"' IR, Presidential Shake TL"' and Presidential Solaris"' are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'", Highland Slate'" and Highland Slate"' IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot'" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge•", Shadow RidgeT". Cedar Crest'", Cedar Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Rpbert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to V„d = 150 mph (V„i, = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V.d =150 mph (V„ it =194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RA for the CertainTeed asphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidential Solorisr'") exceeds the calculated uplift force (FT) at a maximum design wind speed of V.,d = 150 mph (V„it = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1131 Cerd lcate ofAuthori:atlon #9503 FBC NON-HVH2 EVALUATION FL5444-R10 Revision 11:12/08/2016 Page 3 of 12 QoTpuNITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT201, XT'" 25, XT'" 30 and XT'" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'", Belmont'", Carriage House Shangle®, Grand Manor Shangle°, Landmark', Landmark•" IR, Landmarklm Pro, Landmark"" Premium, Landmark•" TL, Landmark"" Solaris and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate"" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential ShakeTM, Presidential Shake" IR, Presidential Shake TL"" and Presidential Solaris"' are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'", Highland SlateTM and Highland Slate"' IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot'" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge', Shadow Ridge"", Cedar Crest"", Cedar Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to V„d = 150 mph (V„h = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V,sd =150 mph (V„it =194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RA for the CertainTeed asphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidential Solaris'") exceeds the calculated uplift force (FT) at a maximum design wind speed of V.,d = 150 mph (V„it = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-1111 Certgicate ofAutharliation 119S03 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11:12/08/2016 Page 3 of 12 6. INSTALLATION: 6.1 6.1.1 6.2 6.2.1 6.2.2 6.3 6.4 6.4.1 6.4.1.1 VTRINITYIERD Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 611320-3, per FBC Sections 1507.2.3, 1507.2.4 or- R905.2.3. Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. Fasteners shall be in accordance• with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. CT20-, XT'" 25,.XT"1 30, Xr" 30 IR: I ENGLISH 12' 12" 12' 305 mm)(305 mm)-+ (305 min) i 1"(25mm)—Sealant1"(25mm) 5 5/8" (145 mm) 5 Pk Norwood METRIC 1311e" 13V8" 131/s 1"( 25mm) —Sealant 1"(25mm)-I 6 Ihl" T Figure 113: usefoarnailaJbreaeryfuuJungla STEEP SLOPE Use four nails and six spots of asphalt roofing cement* for every brit shingle ( Figure 11-4). Asphalt roofing cement meeting ASTM D4586 Type 11 is suggested. I Rooting Cement Apply 1 " (25 nvn) spots of asphalt roofing cement under each lab corner. Figure 114.• usefournags andsis*oft gfasphalt emunton steep skpea OCAUPfON' Excessive use of roofing cement can cause shingles to blister. Hip & Ridge for CT201, XTI 25, XTI 30, XTI 30 IR: Cut Shingles V. I 2" ( 50 mm) 25mmJr tl "Cap emOveI itif11Cap Cap305 mm) Shingle Shingle1 Figure 1144.• Our tabs, then lift back to make mp sbMgfes 6rtgfisb dbumlom shororr). q vc&l t< ' 0,AVWAI, ` o1 Noce+ Figure 11-25.• Installation gfcapsabw the kips and ridges For ASTM D3161, Class F performance use BASF "Sonolastic® NP11" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-1111 Certf lcote oJAuthorhatlon #9503 FBC NON-HVH2 EVALUATION FL5444-RSO Revision 11:12/08/2016 Page 4 of 12 6.5 6.5.1 ARCADIA'": LOW AND STANDARD SLOPE STEEP SLOPE Use SIX nails for every full shingle located as shown below wOthe WO N II Llne ' Figure 2: Use sta galls for everyfull shingle. QOTRINITYIERD Use SIX nails and FOUR spots of asphalt roofing cement for every full shlogle as shown below: Apply asphalt roofing cement V(25 mm) from edge of shingle. Asphalt roofing cement meeting AM D 4586 type U Is suggested. Hip & Ridge for ArcadiaT": Cedar Crest'", Cedar Crestm IR T1• QSgnd 1•n31N11)- 0 tl ! l Figure 3: Use sly nails and four spots of asphaltroofrng cement on steep slopes Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic® NPi'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line % to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. mm) Hand - sealing adhesive 1/ 4" 4" 3/ 4" — Ir— Dab of asphalt cement between shingle layers Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R11 Certi lcote ofAuthorl:atlon #9503 FBC NON-HVHZ EVALUATION FLS444-R30 Revision 11:12/08/2016 Page 5 of 12 6.6 6.6.1 6.6.1.1 6.6.1.2 6.6.1.3 TRINITYJERD BELMONT'": Low and Standard Slope Steep Slope (greater than 21:12): 2:12 to 21:12): Use SEVEN nails and EIGHT spots of Use FIVE nails for every full Belmont shingle, located as shown below. i o Addtiaml mils d ramdnd. asphalt roofing cement" for every full Belmont shingle. Apply asphalt roofing cement 1' (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. W 0000, NON v rri 1'(25mrJ RoofmgCert d Hip & Ridge for Belmont'": Option 1: Refer to instructions herein for Cedar Crest'", Cedar Crest' IR hip and ridge shingles. Option 2: Shangle® Ridge 12' Remove This Tape Figure 17-18: Shangle• Ridge. tyzzz:- Fasten the left side' FIRST Remove tape from the right side and fasten SECOND KRIGHT Figure 17-19.' Installation ofShangle® Ridge sbingles on bips and ridges. For ASTM D3161, Class F performance use BASF "Sonolastic® NP1TM" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R11 Certlf sate ofAuthoriiatlon #9503 FBC NON-HVH2 EVALUATION FL5444-R30 Revision 11:12/08/2016 Page 6 of 12 6.7 6.7.1 6.8 CARRIAGE HOUSE SHANGLE® AND GRAND MANOR SHANGLEO: LOW AND STEEP SLOPE STANDARD SLOPE Use five nails for every full Shangle. 25 mm) 5F- 85/8•. 16 mm) Lj ) Fjgum 17-4- Use fire nallsfor ewyfull Grand ManorSbangfe, Carriage (louse Sbangle or Centennial Slate QOTPXINITYIERD 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 erery full Carriage House Shangle and Centennial Slate. Apply asphalt roofing cement V (25 mm) from edge of shingle Plgum 17.5). Asphalt roofing cement meeting ASTM D4586 Type II is suggested. MOwnl!LIFImmmm 1il flgum 175: V&n Instapiq CmndManor Sbangla on sleep slope; use smen nails and lbme spots ofaspbalt roofing cement. Hip $ Ridge for Carriane House Shanele® and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles LANDMARK*"!, LANDMARKTm IR, LANDMARK'm PRO, LANDMARKTm PREMIUM, LANDMARK*"' TL, LANDMARKTM SOLARISj LANDMARK*"' SOLARIS IR, NORTHGATE: LOW AND STANDARD SLOPE METRIC DIMENSIONS 12, 143/4" 12" F--(305 mm)-- -( 375 mm) (305 mmH ssamm="bra «.d aar ta I-'-1" (25 mm) Releases Tape 1" (25 mm)—I Nailabler Area LANDMARK NorthGate: 131/ 2" 13" 13W 343 mm)--(330 mm)-+ —(343 mm)-H 1 -l" (25 mm) 1" (25 mm)--I Figrrm13.4: Usoforrrnaitsforerrq, frrllsblagle WIDE fro 1r 431V 1r ARFAF.- (305 mm) t (375 mm) --a- (305 mm) --i Nallrg Uffdb V ( 2S am) ppw nal Into r (25 nun) owurta7tra Natng amae for low and duWard *pn (from 2:12 to 21:12) Hal beWw upper d bwer free as shun above. Exterior Research and Design, I.I.C. Certlllcote afAutAorlrotlon #9503 - IBC NON-HVHZ EVALUATION Evaluation Report 3532. 09.OS-Rll FLS444-R10 Revision 11:12/ 08/2016 Page 7 of 12 STEEP SLOPE Use sir; nails and four spots of asphalt roofing cement for every full laminated shingle. See beloAti: Asphalt roofing cement should meet AST 11 D4586 Type if. Apply V spots of asphalt rooting cement unde each corner and at about 12' to 13' in from each edge. METRIC DIMENSIONS h- 12"— 305 mm) 1 1.125 mm) ail AIM r Slap 25 mm) 311 mm) d( 305 mm) sacs•i...a,...,. 1"(25mm) -"' Cement STEEP SLOPE 12" QOTRINITYIERD LANDMARK TL 131/ 2" 343 mm) 13" 330 mm) 131/ 2'=+ 343 mm) 1'+ 1"(25 mm) 1 "(25 mm)-* 25mm) ---- ( 25mm) Roding Cement Figure 13 S: Use six nalk antlfour spots of 1" asphdi tooJPngcenml on sleep slopes 25 mm. NorthGate: 14. 3140 12" Nailing areas for steep slopes (reater than 21:12) and " StornAalling" Nail between lower 2 nal Ones as shown above. 6. 8.1 Hip & Ridge for Landmark'". Landmark" IR, Landmark'" Pro, Landmark'" Premium, Landmark'" TI. Landmark•" Solaris, Landmark' Solaris IR, NorthGate: 6. 8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12, 9?r 305mm) ( 250 m) 415/ 1g 415/tr 150mm) ( 150mm) (125mm) (125mm) Centering 12 —{ gym) NdchesforAlipnmedtfo dT the Top Edge of the Previous Capforb' f o'N Exposure (- 1 English Dimension Shadow Ridge' t Notch for Centering 131/ 4' f 7 137mm) Notches fo, ftnmerd to Top Edge the Pralous 75/ 8' of1 m) LtheCapfor55R'(141mm)6cposure I Metric Dimension Shadow Ridge'" Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R11 CertlPcate ofAuthorrratron #9503 FBC NON-HVHZ EVALUATION FLS444-R10 Revision 11:12/08/2016 Page 8 of 12 9 274r 250 mm) . 415/Iti (125mm) Center p Notch 131/4' 331 mm) ` Mign these amaha tatap coo of previous course NorthGate Ridge VTRINITYIERD 131/8" 333 mm) — 6 8%.1) '*118 MM) I168mmI168mm T Ce ledng 131/4. ! Notch 194 mm) (337 mm) ` Align these ' notches to top (194 mm) edge of previous course. . NorthGate Accessory pSmm) Laying Notch I 5, (125ma') 0,Posure figure 13 20.• Use kryfngnokhm to cenlersbingfes on btps and rklgas, and to koala the correct exposure 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NPiTM" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest' IR hip and ridge shingles. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-Rli Cerd leate ofAuthoR:atlon #9503 FBC NON-HVH2 EVALUATION FL5444-R10 Revision 11:12/08/2016 Page 9 of 12 QOTRINITYIERD 6.9 I PRESIDENTIAL SHAKE'"", PRESIDENTIAL SHAKE'"" IR, PRESIDENTIAL SHAKE TLrm, PRESIDENTIAL SOLARISTm: LOW AND STANDARD SLOPE: For low and standard slopes, use five nails for each fail Presidential shingle as shown below. Nagging 40' Guide tines (1016 mm) 1351ir ti3n) 141/ 4' 11( 2' 38mm) (36 imm) NOTE: Apply nalls on painted guideline. 1 Figure16- 6FWAw1ngF=kf stia1andFraside11fa11ZShake shin& on low and awdard'slopes 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. Mier applying 5 nalls in between the naWng guide Wes, apply 4 halls 1' above tab cutouts malting certain tabs of overlying shingle cover nails. 1 i' diameter asphalt roofing cement Figure 16-7.. Fastming Fresidenild and hestdelrla( VL Shake sbing/ es on steep skpes. 6. 9.1 Hip & Ridse for Presidential Shake"'. Presidential Shake' IR, Presidential Shake TL"'. Presidential Solaris"'• 6. 9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4' Into the deck or completely through the deck. Presidential accessory comes In two different sizes: Accessory produced In Birmingham, AL Is 12' x 12"; Portland, OR produces 97/V x 131/4' accessory. 6. 9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastico NP1T " adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6. 9.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest"' IR hip and ridge shingles. 6. 10 1 HATTERAS'"': LOW, STANDARD AND STEEP SLOPE: fisure 153: faslesdna 11a1fewsbhgfes on Low and Standard 9opes For Ion and standard slopes, use Gee na0s for each full Hatteras shingle as sltosm abort Exterior Research and Design, I.I.C. CertiJlcote of Authorkodon #9503 FOC NON-HVH2 EVALUATION 9prnt 154, fasteniq ann—Sefglks oa Seep tfoprs For steep slopes, use me nails and dglu spas *(asphalt moons eemrnt (err each fan hailers ddfl& as shame sboin Apply 1' 25mm) diameter spas of roofing cement (AMI 0 45" 1)pe II suggested) under each tab comer. Press shingle Into place; do not expose cement. CAIRION:1Uo much roofing cement can cause shingly to blister. Evaluation Report 3S32.09.OS-RSS FLS444-R10 Revision 11: 12/08/2016 Page 10 of 12 QOTPtINITYIERD 6.10.1 Hip & Ridge for Hatteras*": 6.10.1.1 Option 1: Accessory for Hatteras 3 Figure 15-14:18 tbreepiece units separate to make 54 Hatteras Axawry shingles 6. 10.1.2 Option 2: Cut Hatteras Shingles 230 men) I I I 16" ( 203 mm)I IS 460mm) Cap CapCap CapShingle ShinglhingleShingle2aomm Figure 15-20. Cut Hatteras sbing/as to make cower cap. Figure 15 21. Installation of caps along hips and ridges 6. 10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NP3-1` adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6. 11 HIGHLAND SLATE-", HIGHLAND SLATE"" IR: LOW AND STANDARD SLOPE: STEEP SLOPE: Use FIR nails and BIGD r spots of asphalt roofing cement* tot each BA Hlghlwd Slate shingle. For Mt2ml4)ade, SIX nails are required. Apply V diameter spots of asphalt rooting cement under each tab corner. Asphalt rooting cement meeting AMI D4586 Type IF is suggested. MlamFetle require glrafileaavertekr 0" O dwn} t 6fioFned,tegii SIXrWe( hmM Ye6ree aeraAu OA& Aodvwl Figure113: Use FMnaUsforetaryMSM, ASYalesbtngfe Ftgnrotl3A UseIMnails and dot spotsofaspEdi roq ft m ent under each tab corner. CAUTION; Excessive use of rooting cement can cause shingles to buster. 6.11. 1 Hip & Ridge for Highland Slate'". Highland Slate— IR: Refer to instructions herein for Cedar Crest'", Cedar Crest*" IR or Shangle Ridge' hip and ridge shingles. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-RSl certificate ofAuthortiation # 9503 FBC NON-HVH2 EVALUATION FLS444-R10 Revision 11: 12/08/2016 Page 11 of 12 6.12 I PATRIOT'"": LOW AND STANDARD SLOPE Use FOUR nails for every full shingle located as shown below. S`edint i ( mm1 - _ — _ — — 1' (29orgy}-'• s{ IS6o6moo) I 1 f* tin -F (m' -f- -{ VTRINITYIERD STEEP SLOPE Use FOUR nails and four spots of asphalt roofing cement for every full shingle as shown below Asphalt roofing cement meeting ASTA1 D4586 type 11 is suggested. Apply 1'(25 mm) spots of asphalt roofing cement as shown. CAUTION: Excessive use of roofing cement can cause shingles to blister. 1 --- ------------ lt5eaa6 1 •_ e o c a0all p C allm G0 t03=4 Me" 6.12.1 Hip & Ridge for Patriot'": Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR, Shadow Ridge'", NorthGate or Shangle Ridge'" hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named Ci,A entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-Rll Certf lcate Of Autharizallon 119S03 F8C NON-HVH2 EVALUATION • FL5444-R10 Revision 31:12/08/2016 Page 12 of 12 Florida Building Code Online Page 1 of 1 r Business • Professional Regulation r 8CI5 Home I Lop In 1 User Registration I Hot Topics Subndt Surcharge Stats & Facts Publications F8C stall 0C1S Site Map Links Search i F fldd r (1 1'il USER: Approval I 1'/useR: Public User Product Aooroval Menu > Product or Aoolication Search > Application Ust Search Criteria Code Version 2014 FL# 1S216 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL 4:na h fanadfe _ A—li—t;— ELI Tyoe Manufacturer Validated By Status FL15216-112 Revision InterWrap, Inc. Category: Roofing Subcategory: Underlayments John W. Knezevich, PE 954) 772-6224 Approved History npprovea uy uorrt. APProvars oy uorrt snan oe reweweo ano rauneo oy me ran. anclor me I.ommisslon rr necessary. Contact Us :; 2fi01 Blair Srone 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 mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.139S. *Pursuant to Section 4SS.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 4SS, F.S., please dldc haL. Product Approval Accepts: Credit Card Safe https://www.ftoridabuitding.org/pr/pr_app_tst.aspx 11 /29/2017 Florida Building Code Online Page 1 of 2 ulation BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats s Facts Publications FSC Staff BCIS site Map Unks Search h II Approval rProdCUpUSER: uct U58R: Pu011C User Product Aooroval Menu > Product or Application Search > Application Ust > Application Detail FL # FL15216-112 , I i Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas@interwrap.com Authorized Signature Eduardo Lozano elozano@lnterwrap,com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 778) 945-2891 elozano@lnterwrap.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed I Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 11/17/2018 Validated By John W. Knezevich, PE Validation ghecklist - Hardcopy Received Certificate of Independence 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 9 https://www.ftoridabuiLding.org/pr/pr_app_dtt.aspx?param=wGEVXQwtDgv3... 11 /29/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 2 Option B 04/28/2015 04/29/2015 05/04/2015 06/23/2015 10/10/2017 FL # Model, Number or Name Description 15216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL1S216 R2 II 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216- R2.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nleminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: See ER Section 5 for Limits of Use. Evaluation Reports FLIS216 R2 AE 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216- R2.odf Created by Independent Third Party: Yes eadr Notrt Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850.487.1824 The State of Florida Is an AA/EEO employer. Coovrieht 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 mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 4SS, F.S., please dick Il . Product Approval Accepts: Credit Card Safe https://www.floridabui[ding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3... 11 /29/2017 UNDEec.A4 M,Xw f- QTRINITY I ERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Interwrap, Inc. Evaluation Report 140510.02.12-112 32923 Mission Way FL15216-R2 Mission, BC V2V-6E4 - Date of Issuance: 02/17/2012 Canada Revision 2: 04/27/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 51h Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words 'Trinityi ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nleminen, P.E. on 04/27/201S. This does not carve as an electronically signed document Signed, sealed hardooples have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved In the approval process of the product. S. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TaINITYJERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.2.3,1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3,1507.9.3,1507.9.5 on Heating 1507.2.3,1507.5.3,1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 200S 1507.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: 992tf Examination Reference Date ITS (TS11509) Physical Properties 100539395CO"06 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST1509) Physical Properties 100539395C04006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory 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 F8C approval documents. If not listed, a request may be made to the AH1 for approval based on this evaluation combined with supporting data for the prepared roof covering. S.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Nail -On Tile Foam -On Tile Metal Wood Shakes Slate or Shingles Shingles Simulated Slate RhlnoRoof U20 Yes No No Yes Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the requirements for ASTM D226, Type I or 11 or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, I.I.C. Evaluation Report 140510.02.12-R2 CerVfrcote of Authorizotlon 119503 FL15216-R2 Revision 2: 04/27/201S Page 2 of 3 7. 8. 9. QTRINITY I ERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhinoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single Laver: Roof Slope > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of everyother fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6. 4.3 Double Laver: 2:12 < Roof Slope < 4:12: End ( vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.S, but maintaining minimum half - width plus 1-inch side (horizontal) laps, resulting in a double -layer application. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL./Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report 140S10.02.12-R2 Certificate of AuthorizoUon #9503 FLiS216-R2 Revision 2: 04/27/201S Page 3 of 3 Florida Building Code Online Page 1 of 1 SCIS Home I Log in I User Registration I Hot Topics I Submit Surcharge I Stats B Facts I Publications I Fae Staff I acts Site Map 1 Unks Search ! Fl 'da r Product Approval J USER: Public User JItWm Product Anornval Menu > Product Rr Aoellotbn Search > Application Ust Search Criteria Code Version 2014 FL# 16568 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Ap ications M TIoe Manufacturer Validated By slahg FL16568- Revision MILLENNIUM METALS INC. Steven M. Urich, Approved al Category: Roofing PE Histo1Y Subcategory: Roofing Accessories that are an Integral Part of the 717) 317-8454 Roofing System Approved by DBPR. Approvals by OBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Contact Us :: 2601 Blair Stone Read, Tallahassee FL 32399 Phone: RSo-4117-1924 The State of Florida Is an AAJEEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statemont Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.139S. -Pursuant to Section 45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address It they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the oepartment with an email address which can be made available to the public To determine If you are a licensee under Chapter 4S5, F.S., please dick Lg=. Product Approval Accepts: BE® Credit Card Safe. https://www.ftoridabuitding.org/pr/pr_app_lst.aspx 11 /30/2017 Florida Building Code Online Page 1 of 2 Professional RegulationBusiness i r SOS tome I too In I User Registration I Hot Topics ; Submit surcharge I Sats Q Fads E Publications I F8C Staff ( SCIS Site Map I Unks I Search I rida r Product Approval IUSER: Public User a a M Product Aooreval Menu > Product a AoMkatlen SuMb > Aoolkation List > Application Detail FL # FL16568-RI Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MILLENNIUM METALS INC. Address/Phone/Email 1333 HAINES STREET EXP JACKSONVILLE, FL 32202 877)358-7663 tmccogan@aol.com Authorized Signature James Buckner jimmy@cbuckinc.net Technical Representative Tonya Steele Address/Phone/Email 10200 Eastport Road Jacksonville, FL 32218 904) 358-8366 tonyac@mml2000.net Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory RooflAg Accessories that are an Integral Part of the Roofing System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed James L. Buckner, P.E. @ CBUCK, Inc. the Evaluation Report Florida License PE-31242 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 09/22/2026 Validated By Steven M. Urlch, PE Validation Checklist - Hardoopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from.the Code 1709.2 https://www.floridabui[ding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvq... 11 /30/2017 Florida Building Code Online Page 2 of 2 i Product Approval Method I Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 2 Option B 03/02/201S ' 03/02/201S 03/05/2015 04/15/2015 Summary of Products FL * Model, Number or Name Description 16568.1 MMI-2" Off Ridge Vent Steel off ridge vent for shingle roofs mechanically attached to Plywood Deck. 4', 6% 8% 10' Nominal Lengths Limits of Use Installation Instructions Approved for use in HVHZ: No FL16568 RI 11 01 MMI-2 OffRldaeVent-ASTME330- Approved for use outside HVHZ: Yes Steel EVALREPORT.odf Impact Resistant: No Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. Design Pressure: +N/A/-75 31242 Other: Refer to evaluation report for conditions and Created by Independent Third Party: Yes limitations of use. Refer to manufacturer's Installation Evaluation Reports Instructions as a supplemental guide. FL16568 Ri AE 01 MMI-2 OffRidoeVent-ASTME330- Steel EVALREPORT.odf Created by Independent Third Party: Yes 16568.2 MMI-28 Off Ridge Vent Steel or Aluminum Off Ridge vent with Detachable Baffle for shingle roofs mechanically attached to Plywood Deck. 4', 6% 8', 10' Nominal Lengths Limits of Use Installation Instructions Approved for use in HVHZ: No FL16568 111 If 02 MMI-2B OffRldgeVent TAS Approved for use outside HVHZ: Yes 100 EVALREPORT.odf Impact Resistant: N/A Verified By: lames L, Buckner, P.E. @ CBUCK, Inc. P.E. Design Pressure: N/A. 31242 Other: Refer to evaluation report for conditions and Created by Independent Third Party: Yes limitations of use. Refer to manufacturer's Installation Evaluation Reports Instructions as a supplemental guide. FL16568 III AE 02 MMI-2B OffRldaeVent-TAS 100 EVALREPORT.odf Created by Independent Third Party: Yes I N© Contact Its :: 2601 Blair Stone Road. Tallahassee FL 32-199 Phone: 8Sa-4E7-1824 The State of Florida Is an AA/EEO employer. Coovrlcht 2007-2011 State of Florida.:: Pdvacv Statement :: Accessiblllry 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 publk-records request, do not send electonk mall to this entity. Instead, contact the office by phone or by traditional mall. if you have any questions, please contact 8S0.487.139S. *Pursuant to Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the Iicensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Oepartment with an email address which can be made available to the public. To determine if you are a licensee under Chapter 4SS, F.S., please dick bg[ . Product Approval Accepts: Credit Card Sate https://www.ftoridabuilding.org/pr/pr_app_dtt.aspx?param=wGEVXQwtDgvq... 11 /30/2017 CBUCK Engineerinq Sp daff,W StrLimlixal Englrlwrinq CBUCK, Inc. Certificate of Authorizotion #8064 Evaluation Report MMI-213" Off Ridge Vent with Detachable Baffle Ridge Vent Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval FL 16568.2 R1 Florida Building Code Sth Edition (2014) Per Rule 61G20-3 Method: 2 - B Category: Roofing Sub - Category: Roofing Accessories that are an Integral Part of the Roof System Product: Material: Support: MMI-2B" Off Ridge Vent with Detachable Baffle Steel or Aluminum Wood Deck Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Youry Demosthenes Report No. 15-104-MMI-2B-ORV-ER-14 Date: 2 / 26 / 15 Contents: Evaluation Report Pages 1— 7 IIIIILI/1j FC 4F,p No 31242 T' STATE -OF 2 F ''•.FGORIOP.••••G;-' 0 01citalfy Sttned by: lames l Buckner. P.E. CBUCK, Inc. 2015.03.02 10:57:51-05'00' 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCK . Engin rinq Page Report No:: 2of-MM-2B ORV-ER_14 ISpec csWy SM ictural Enginlxwring CSUCK, Inc. Certificote of Authorizotion #8064 Manufacturer: Millennium Metals, Inc. Product Name: "MMI-213" Off Ridge Vent with Detachable Baffle Product Category: Roofing Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/System "MMI-26" Off Ridge Vent with Detachable Baffle Description: Steel or Aluminum off ridge vent for shingle roofs mechanically attached to Plywood Deck. Product Assembly as Refer to Page 4 of this report for product assembly components/materials & Evaluated: standards: Support: 1. Off Ridge Vent 2. Fasteners 3. Roof Cement Type: Wood Deck Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: 15/32 (min.) or greater plywood, or Wood plank (min. specific gravity of 0.42) Slope: 2 :12 or Greater CBUCK Engineering FL M FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM-2B-ORV.-ER_14. Page 3 of 7 SPEKCIdN'y Si ruatl..lyd1 engirwerirtg CBUCK, Inc. Certificate of Authorizotion #8064 Performance Standards: The following test protocols were performed to demonstrate compliance with the intent of the code as this product is not addressed specifically in the code. TAS-100(A)-95 - Wind and Wind Driven Rain Resistance and/or Increased Windspeed Resistance of Soffit Ventilation Strip and Continuous or Intermittent Ventilation System Installed at the Ridge Area. Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 5th Edition (2014), Section 1709.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements of Scope: the Florida Building Code, as related to the scope section to Florida- Product Approval Rule 61G20-3.001. Limitations and • Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval' contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.00S. Per Rule*61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval'. Option for application outside "Limitations and Conditions of Use" Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. This product has been evaluated to a maximum height of 33 feet. This product shall not be installed on roof slopes less than 2 :12. Refer to applicable building code for ventilation requirements. Design of support system is outside the scope of this report. Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization M QUA 1824). CBUCK Engineering: FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 1S-104-MM-2B-0RV-ER 14 Page : ' 4 of 7 Specialty Structural Englneerinq CBUCK, Inc. Certificate of Authorization #8064 Components/Materials Ridge Vent: MMI-28" Off Ridge Vent with Detachable Baffle by Manufacturer): Material Type 1: Steel Thickness: 26 gauge (min.) Yield Strength: 40 ksi min. Corrosion Resistance: In compliance with FBC Section 1507.4.3: ASTM A792 coated, or ASTM A653 G90 galvanized steel Material Type 2: Aluminum Thickness: 0.025" (min.) Alloy Type: 3105-1-114 Corrosion Resistance: In compliance with FBC Section 1507.4.3: ASTM B209 Nominal Dimensions: Width: 24" Height: 4-1/2- Lengths: 2' , 4', 6', 8' and 10' Fastener( s): Base Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Annular Ring Shank Roofing Nails Size : 11 gauge x 1-1/2" Corrosion Resistance: Per FBC Section 1506.5 Standard: Per ASTM F 1667 Alternate Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Hex -Head Wood Screw Size : # 10 x 1-1/2" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.4 Roof Cement: Type: Asbestos -free asphalt based roof cement w/ SBS rubber Application Size : 1/4" thick minimum Standard: Per ASTM D 3019 Type III and ASTM D 3409 CBUCK Engineering FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM-2B-ORV-ER_14 Page 5 of 7 Spc clafty SfiU'UCtUral Englrinq CBUCK, Inc. Certificate of Authorization a8064 Installation: Installation Method: Refer to drawings on Pages 6-7 of this report.) Referenced Data: Prepare deck opening by trimming any shingles & nails that may interfere with ridge vent installation. Apply roof cement to the underside, back and side flanges of the ridge vent. Cement should be a 1/4" thick and extend 2" onto roof underlayment. (Install cement in compliance with manufacturer's installation guidelines.) Position vent flange beneath loosened shingles and align with deck opening. Slide baffle onto lower roof vent flange and secure with nails or screws spaced 4" o.c. Attach vent top and side flanges to deck with nails or screws spaced 4" o.c. and 1-1/2" from each end. Minimum fastener penetration thru bottom of support, 3/16". Install the "MMI-26 Off Ridge Vent with Detachable Baffle" assembly in compliance with the installation method listed in this report and applicable code sections of FBC Sth Edition (2014). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. 1. TAS 100(A)-95 Test Architectural Testing, Inc.(FBC Organization #TST ID: 1527) Report #: D0249.01-450-18, Report Date: 8 / 29 / 13 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee # 423 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) CBUCK Engineerinq FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM-2B-ORV-ER_14 Page 6 of 7 Spe =lefN StrLo=h Jral EngIneerinq CBUCK, Inc. Certiftote of Authorization #8064 Installation Method Millennium Metals, Inc. MMI-213" Off Ridge Vent with Detachable Baffle Attached to Wood Deck 4 1/2" 1 3" Profile Drawings 5-112" 1z11 18-1/4" Side View (Not To Scale) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws MMI-2" Steel Off Ridge Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Detachable Baffle -- Two piece system that slides into lower flange of vent and secured with fasteners spaced 4" o.c. Plywood Deck Lower Slope Front) Typical Side View (Not To Scale) Y Higher Slope Back) FILM FL 16568.1 R1 Date: 2 / 26 / 15 CBUCKEngineering Page rt No.: 1 -1 MM-2B-ORV-ER_14 of 7 sm'clalty StrUcttxal E-ngineWrinq CBUCK, Inc. Certificate of Authorization k8064 Installation Method Millennium Metals, Inc. MMI-213" Off Ridge Vent with Detachable Baffle Attached to Wood Deck 1 1/2" o.c. 1 10 4" o.c. V o.c. Typical, Maximum Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR Base Flange 10 min. Wood Screws Top Plan View (Not To Scale) Typical Fastening Pattern) a o.' Nominal Lengths 4 Ft. a e /•' `' 6 Ft. 8 Ft. 10 Ft. • ' 4„ • r Typical Fastener(s) y -11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Typical Ridge Vent Assembly Isometric View (Not To Scale) Detachable Baffle Two piece system that slides into lower flange of vent and secured with fasteners spaced 4" o.c. MILLENNIUM' METALS, INC. 10200 Eastport Road Jacksonville, F132218 877-358-7663 Off Ridge Vent Installation (with or without detachable baffle) A. Preparation To prepare roof for installation it will be necessary to determine how many and what type of vents will be needed for the project. Off Ridge Ventilation should be installed as evenly as possible across the roof section. The roof vent should be installed a minimum of 6" off the peak of the ridge. Cut out sizes are located below in Table 1-1. EMPORTANT NOTE: DO NOT CUT INTO RAFTERS OR TRUSSES. When installing vents on an existing shingle roof remove shingles from the sides and top of the opening. Remove any nails that interfere with installing the vent. This typically includes nails that are to be 3" within the body of the vent. Shingles and existing nails should remain on the bottom slope up to the cut opening. Roof cement is necessary around the perimeter of the underside of the vent to seal it to the underlayment or shingles. The cement should also be installed on the vent completely cover back and side flanges. The cement should be'/." thick and should extend 2" onto the underlayment. The lower portion of the vent should already have shingles installed up to the cut opening. The lower portion of the vent should sit on the roof cement. Shingles should be installed on the back and side flanges of the vent. All nail areas should be covered with cement. B. Opening & Positioning The cut opening should be positioned a minimum of 10" from the back flange. This allows a minimum clearance of 2-1/2" from the roof to the top of the vent. The vent should be centered horizontally over the opening. Table 1-1 Off Ridge Vent Installation Chart Leneth Net Free Area (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" 10, 295 118" x 2-12" C. Fastening of the Off Ridge Vent 1) If using detachable baffle, attach the baffle by sliding it onto the lower flange of roof vent. Care should be taken to see it is flush with front flange of vent. Secure as indicated on drawing. 2) Fasten the top, side, and lower flange with a minimum of 1-12" ring shank nail 4" on center. The nail should be 1-1/2 inches from the edge of the flange and 1-1/2" from the comers of the vent. . Nail must be ASTM F1667 compliant in accordance with Florida Building Code Section 15. Millennium Metals manufactures off ridge vents in the following gauges of steel & aluminum Aluminum available with detachable baffle only), which meets the requirements of the 2010 Florida Building Code (chapter 15). 26 gauge (.0179 min) AZ50 Acrylic Coated Galvalume Steel . 26 gauge (.0179 min) ASTM A-653 Steel G-90 Commercial Steel Type B 26 gauge .0179 min ASTM A-755 Ptd Steel Commercial Steel Type B Ptd Aluminum .025 min ASTM B-209 " Alaminnm Is only arallable Wth defadmble baffle dote to Florida ProdnerAppromL Page 1 Florida Building Code Online Page 1 of 1 ProfessionalRegulation ra SCIS Home I tog In i User Registration I Hot Topics I Submit Surcharge I scats A Facts I Publications I FBC start I acts Site Map 1 Unks I Search lida ra ®Product Approval t y USER: Public User lii 11u a Product Aooroval Menu > Prodtret er Aoolkatlon SeaMb > Application Ust Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Sanreh Rac..*Q - Anniientinnc Refine Search FL# 17867 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL EIA Zyoe Manufaeturer Validated By Status FL17867 New Lott's Concrete Products Thuy H Huynh ApprovedICategory: Structural ComponentsI 813) 645-0166 Subcategory: Products Introduced as a Result of New Technology y _ .r vorn. ^Yid vrm yr -vwn oa ,ev,enea ana ,auuev „Y u.e - e.wrur use wnumammr n .cowry. Contact lls :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone, BSO-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 mall to this entity. Instead, contact the office by phone or by traditional mall. If you have arty questions, please contact 850.487.139S. 'Pursuant to Section 455.275(1), Florida Statutes, ertecthre October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Oepartment with an email address If they have one. The emalls provided may be used for oflidal communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Oepartment with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick )lag. Product Approval Accepts: 0191=111131 Credit Catii Safe https://www.ftoridabuitding.org/pr/pr-app-tst.aspx 11 /29/2017 Florida Building Code Online Page 1 of 2 BCIS Home I Lop In ; User Registration Hot Topics l submit Surcharge l Suits B Facts l Publications FBC Start SCIS site Map Unks Search j Florida r Product Approval3IUSER: Public User PPeew Product Acoroval Menu > Product or Application Search > Application List > Application Detail FL # FL17867-RO Application 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.com Authorized Signature John Hoy jhoy@Rorida-engineer.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall 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 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL17867 RO COI Letter of Indeoendence.odf Standard ACI 318 ACI 530 ASTM A416 ASTM A615 Year 2011 2011 2006 2009 https: / /www.floridabui[ding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt2... 11 /29/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option D 07/03/201S 07/03/2015 07/09/2015 08/20/2015 10/14/2017 FL # Model, Number or Name Description 17867.1 Lintel 8' Precast / Prestressed Lintels Limits of Use Installation Instructions Approved for use in HVHZ: No FL17867 RO 11 Installation Instructions.Ddf Approved for use outside HVHZ: Yes Verified By: John Hoy PE SS312 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL17867 RO AE 8in Lintel Load Tables.odf FL17867 RO AE Letter of Evaluation.odf FL17867 RO AE Duality Control Manual.odf Created by Independent Third Party: Yes 8adr Nmrt Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility era..mene :: 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-mcords request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.139S. -Pursuant to Section 4SS.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The emalts provided may be used for *Mclal communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 4SS, F.S., please dldc here . Product Approval Accepts: Credit Card Safe https://www.ftoridabuitding.org/pr/pr_app_dtt.aspx?param=wGEVXQwtDgt2... 11 /29/2017 1-10 EA ineerin9S01Ufi®anS Today's Ideas — Tomorrow's Results July 2, 2015 LOTT'S CONCRETE PRODUCTS — PRECAST LINTEL INSTALLATION INSTRUCTIONS Preparation 1. Remove any laitance, loose aggregate, and anything that could prevent mortar from bonding with the precast lintel. 2. Remove any loose material from the grout spaces that is deleterious to masonry grout. Erection 1. Erect precast lintels with a nominal 4in bearing for filled lintels and a nominal 6.5in bearing for unfilled lintels. 2. It is recommended that shoring be supplied at mid span for all lintels greater than 14ft in length. All shoring is the responsibility of the general contractor. 3. Construct all concrete masonry above the precast lintel in accordance with ACI 530. Reinforcement Placement 1. Place reinforcement in the bottom of the "U" of the precast lintel as indicated on the construction documents. 2. Place reinforcement within the top of the precast lintel (if no concrete masonry above the lintel) as indicated on the construction documents. Provide minimum concrete coverage in accordance with ACI 315 and secure reinforcement to prevent movement during the grouting process. 3. Place all reinforcement within concrete masonry in accordance with ACI 530 and the construction documents. Grout Placement 1. Place concrete masonry grout in accordance with ACI 530. Florida Engineering Solutions,.lnc. — CA No. 26300 — (Mail): PO Box 1238 (Physical): 12620 Curley St. — Ste 105 San Antonio, FL 33576 — Ph: 352 / 588 — 5311 Fx: 352 / 588 — 5411 Web: www.flarida-enaineer.com tr CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION 2019 l, • Application No: ,,// Documented Construction Value: S ' :i 5%oc_ Job Address: `) I p Ja o' QJ- — 419 6 XR Historic District: Yes No Parcel ID: Residentiae Commercial L Type of Work: Newba Addition Alteration _ Repair Demo Change of Use Move Description of Plan Review Contact Person: ' Vk .0 J, _I I i'[.t/S Title: Phone: Fax:L(ki -385.3 Email: Y19a, Gtr v\ Property Owner Information Name Phone: Pf Street: l oResident of property? : Q 0 City, State Zip: GAtT11D.,L. Cnnontractor Information Name ,-% e F- F Phon9: 40 -7- Street: (!) a rsco Fax: 0 - 25 3r City, State Zip:ieQ State License No.: Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN 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 IOS3 Shall be Inscribed with the date of application and the code in effect as of that date: S1b Edition (2014) Florida Building Code Revised: June 30. 201 S Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that they 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 verifioation that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Tlie 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 at work will be done in compliance with all applicable laws regulating construction and 79 g. i Signature of Owner/Agent Date Sig9ptCrt of Contractor/Agent Print Owner/Agent's Name P*1 Contmetor/A,gent's Name Signatute of Notary -State of Florida Date Signature of Date t• L CHERYL 0 AKERS MY COMMISSION # FFOOSS02 EXPIRES June 05. 2020 o713 s-01s3 FWk+wotmSarA e.eom Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: WASTE WATER: FIRE: BUILDING: Revised: June 30. 2015 Permit Application CITY OF SANFORD One Time Credit Card Payment Authorization Form Sign and complete this form to authorize City of Sanford to make a one time debit to your credit card listed below. By sigiiiltg this furor yuu ylve us permission to deUlt your account for the amount indicated on or after the indicated date. This is permission for a single transaction only, and does not provide authorization for any additional unrelated debits or credits to your account. Please complete-the-tnfol•-matlon -below: r'".A n authorize the City of Sanford charge my credit card full name) account indicated below for on or after . This payment is for t( amount) (date) ac-i o c o w3cA address or parcel I0 Billing Address 5B( W sCo C City, State, Zip'SAn4CxA (-L Phone#.tkoi - 4aa 5 - 3 oo 4 Email v\occ- Q e. Ar... 0.V" Account Type: Visa VMasterCard AMEX Discover Cardholder Name arUt't'Y1- Account Number Expiration Date CCV - Billing Zipcode SIGNATURE / / / l DATE 1 authorize the ve named business to Charge the credit card indicated In this authorization form according to the terms outlined above. This yment authorization Is for the goods/services described above• for the amount indicated above only, and is valid for one time a only. I certify that I am an authorized user of this credit card and that I will not dispute the payment with my credit card co ny: so long as the transaction corresponds to the terns indicated in this form. CITY OF SANFORD One Time Credit Card Payment Authorization Form Sign and complete this form to authorize City of Sanford to make a one time debit to your credit card listed below. By signing this form you give us permission to debit your account for the amount indicated on or after the indicated date. This is permission for a single transaction only, and does not provide authorization for any additional unrelated debits or credits to your account. Please complete the information below: 1 T q-• otU n authorize the City of Sanford charge my credit card full name) account indicated below for on or after This payment Is for amount) (date) L address or parcel IO Billing Address 53( Cvc:sCo Phone# so- sjls- 30o4 City, State, Email %Aor—c— Q Gee,\An.. Account Type: Visa QMasterCard AMEX Discover Cardholder Name 6/ %i' Iifd /(_) 4-1' 1(- Account Number Expiration Date CCV Billing Zipcode SIGNATURE I--,'/ 1 rr DATE I 0 ` I ':Z;' A I auth ny: ozy. med business to charge credit card Indicated In this authorization forth according to Iho leans outlined abovethorization Is for the goods/services described above, for the amount indicated above only, and is valid for one lify that I am an authorizeduser of this credit card and that I will not dispute the payment with my credit card crn so long as the transaction corresponds to the terms indicated in this form. STATEWIDE 6 DEL -AIR State Cert CAC032448 1-888-831-2665 BEATING • AIR CONDITIONING JASMINE COVE VERSION 1 OPT LUXURY OWNER'S SUITE 3.0 15.0 3 4,604.00 JASMINE COVE VERSION 1 OPT SITTING RM 3.0 15.0 3 4 5()9.00 p i ,G - -_ - - " -- . v01 j 3r."0 - 15:U 5"?.4•_J LAUDERDALE 3.5 1 .0 3 4,878.00 LAUDERDALE OPT BONUS 5.0 15.0 3 6,733.00 LAUDERDALE OPT BONUS BATH 5.0 15.0 4 6 818.00 LAUDERDALE OPT BONUS BDRM 5.0 15.0 4 6,929.00 PALMDALE 2.0 / 2.5 15.0• 4 8,029.00 PONTE VEDRA 2.5 15.0 3 4,712.00 SANDPIPER POINT VERSION 2 3.0 15.0 2 4,250.00 SANDPIPER POINT VERSION 2 OPT 1ST FL BDRMBDRM 5 3.0 15.0 3 1$4,389.00 SANDPIPER POINT VERSION 2 OPT LUXURY OWNER'S SUITE BATH 3.5 15.0 3 4 901.00 SANDPIPER POINT VERSION 2 OPT OWNER'S BATH 3.0 15.0 2 4,295.00 SANDPIPER POINT VERSION 2 OPT SITTING RM 3.5 15.0 2 4,665.00 SANDPIPER POINT VERSION 2 OPT STUDY 3.0 15.0 2 4,333.00 SANIBEL VERSION 1 2.0 / 2.5 15.0 4 8,098.00 SANIBEL VERSION 1 OPT 1ST FL BDRM 2.5 / 2.5 15.0 5 8,750.00 SANIBEL VERSION 1 OPT BATH 2 2.0 / 2.5 15.0 5 8,273.00 SANIBEL VERSION 1 OPT GUEST SUITE 2.5 / 2.5 15.0 5 8 406.00 SANIBEL VERSION I OPT MORNING RM 2.5 / 2.5 15.0 4 1$8,455.00 SANIBEL VERSION 1 OPT STUDY 2.0 / 2.5 15.0 4 8,200.00 SANTA ROSA 3.5 15.0 4 5,496.00 SANTA ROSA OPT BDRM 4 3.5 15.0 4 5 526.00 SANTA ROSA OPT MORNING RM 3.5 15.0 4 5,600.00 SANTA ROSA OPT STUDY 3.5 15.0 4 5,581.00 SAWGRASS 3.5 / 2.0 15.0 4 9,232.00 SAWGRASS OPT 1ST FL SUITE 3.5 / 2.0 15.0 5 9,485.00 SAWGRASS OPT 2ND FL EXTENSION 3.0/3.0 15.0 5 9,725.00 SAWGRASS OPT BATH 2 3.5 / 2.0 15.0 15 1$9,288.00 SAWGRASS OPT BONUS BDRM 3.5 / 2.0 15.0 14 1$9,222.00 nvu 46 CITY OF SANFORD 0.1 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: l(n 5f r) t ocumented Construction Value: $ L-I . n Gl.l , Job Address: 2 2 e D j%— Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New`) Addition Alteration Repair Demo Change of Use Move Description of Work: Plumbing New Residential Construction Plan Review Contact Person: Khrissy or Jamie Title: Clerical Phone: 407-323-7515 Fax: 407-323-8954 Emall:_ infona api-orlando.com Property Owner Information Name 1/ / 1 1 1 -1-11 n 1 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-CO57881 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN 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 1053 Shall be inscribed with the date of application and the code in effect as of that date: "Edition (2014) Florida Building Code Revised: June 30.2015 Permit Application NOTICE: In addition to the requitcments 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. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of Q Signature of Contractor/Agent Date A. Thomas Smith C tractor/Agent's Name Signature of Notary -State of Florida Q96dith L waM106-Smith NOTARY PUBLIC ESTATE OF FLORIDA Conn o GG136869 s Expires 8/21/2021 Contractor/Agent is X Personally Known to Me or Produced 11) Type of fD BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: June 30. 201 S Permit Application 1 CITY OF SANFORDBUILDING & FIRE PREVENTION PERMIT APPLICATION Application No:) Documented Construction Value: S_ OlpJobAddress: aalo m f C4 Parcel ID: Historic District: Yes No Type of Work: New Residential CommercialAddition Alteration Re airDescriptionofWork: M p 0 Demo Change of Use Move Plan Review Contact Person: Phone: Title: Fax: Email: Name and Property Owner Information Street: Phone: City, State Zip: R I Resident of property?: Contractor InformationName Street: 183,5 C Phone: 64 Q'1fV1 Fax: City, State Zip: _ .3 State License No.: Name: Architect/Engineer Information Street: Phone: City, St, Zip: Fax: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER- YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMEN11 T MAY11. 11, RESULT W PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUSTRECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO YOUR FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE BE COMMENCEMENT. OBTAIN ICE OF Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installationcommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructiontothisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, Si, ns has furnaces, boilers, heaters, tanks, and air conditioners, etc. g, pools, F13C 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building CodeRevised: June 30, 2015 g Permit Application No O CE: In addition to the requirements of this permit, there rnafoundinthepublicrecordsofthiscounty, and there may be additional ermits required from otheybeadditionalrestrictions Pgovelrnmentkistal entities such as a management districts, state agencies, or federal agencies. Property that may be waterter 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 requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmiTheactualconstructionvaluewillbefiguredbasedonthecurrentICCValuationTableineffectatthetimethe ,inaccordancewithlocalordinance. Should calculated charges figuredcreditwillbeappliedtoyourpermitfeeswhenthepermiti issued. off the executed contract exceed the actual construction svalue, ONE' AFFIDAVIT: do." in co an"_ certify that all of the foregoing information is accurate and that all work bmpliancewithallapplicablelawsregulatingconstructionandzoning. Signature otowner/Agent Date Print OwneNAgent't Name Signature of Notary.State of Florida Date Owner/ Agent is Personally Known to Me or ProducedIDTypeofIDr"'" "" . uactor/ Agrnt Date Sc- Ef- r b P t ontraetor/Agem's Name r QQk— n ito Signature of Notary_State of Florida Date Ario44 PAMELA S TERNUS Contnnssion If GG 110622 A• liNrires August 7.2021 oros' G:naar n iw,etNopuYbavio a Contractor/ Agent Personally Known to Me or ProducedIDypeofIDBELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof ConstructionType: Occupancy Use: Flood Zone: TotalSqFtofBldg: Min. Occupancy Load: of Stories: New Construction:. Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30. 2015 Pennit Application FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE T , 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 17-00003182 Date 1/18/18 Application pin number . . . 198280 Revision number . . . . . . . 1 Property Address . . . . . . 2275 KELMSCOTT CT Parcel Number . . . . . . . . 17.20.31.5VC-0000-0660 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 307394 Application desc Need NOC Owner Contractor RYAN HOMES RYAN HOMES 4307 VINELAND RD H20 ORLANDO FL 32811 407) 692-9820 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . PLUMBING FIXTURES 18.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 2918.00 Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1026277 Permit pin number 1026277 Sub Contractor DEL AIR HEATING A/C & REFRIGER Permit Fee . . . . 110.00 Issue Date . . . . 1/18/18 Valuation . . 5530 Expiration Date . . 7/17/18 Qty Unit Charge Per Extension BASE FEE 110.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrichosanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 O1-APPLCTN FEE -BUILDING 25.00 O1-APPLCTN FEE -MECHANIC 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-BLDG PLAN REVIEW 924.00 02-CURB CUT/DRIVE - S/F 40.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 1b. 855.541.2112 SANFORD FL 32771 7 DRIVEWAYS -SIDEWALK 407.688.5080 Page 2 Application Number . . . . . 17-00003182 Date 1/18/18 Application pin number . . . 198280 Revision number . . . . . . . 1 Other Fees . . . . . . . . . 01-FIRE IMP-RS 9-2017 383.81 O1-LIBRARY IMPACT FEE 54.00 O1-PARKS IMP-RS SINGLE 17 1103.95 O1-POLICE IMP-RS 09.1.17 384.82 O1-SEM CNTY RD IMPACT FEE 705.00 O1-SCHOOL IMPACT FEE 5000.00 WD IMPACT:SINGLE FAMILY 1343.00 SD IMPACT:SINGLE FAMILY 3025.00 O1-BLDG DCA SURCHARGE 37.45 O1-BLDG DBPR SURCHARGE 53.18 Fee summary Charged Paid Credited Due Permit Fee Total 110.00 00 .00 110.00 Other Fee Total 13154.21 13125.21 .00 29.00 Grand Total 13264.21 13125.21 .00 139.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE w s 85S.S41.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 17-00003182 Date 1/18/18 Revision number . . . . . . . 1 Property Address . . . . . . 2275 KELMSCOTT CT Parcel Number . . . . . . . . 17.20.31.5VC-0000-0660 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1026277 Permit pin number 1026277 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 409 MHO1 MECHANICAL ROUGH IN 1000 410 MH02 MECHANICAL FINAL _/_/_ Revision li City of Sanford Response to Comments FEB 2 8 2018 Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 B/. Email: building@sanfordfl.gov Permit # I - Sig Submittal Date Project Address: (),2,1 C LO EA •+- Contact: 1 Af, —74 nt Ph: Li 0 7 L1 g S S(,i-( q Fax: Email: ,}a(clvf;nc.carn v Trades encompassed in revision: General description of revision: Building RCIIS ftO Of C154,Ir ri, ,r0r\ l Plumbing Electrical Mechanical Life Safety Waste Water ROUTING INFORMATION Department Utilities Waste Water Planning Engineering Fire Prevention Building 5- Approvals RECORD COPY o,,J Advantage Plumbing, Inc teense Name Signature ' F50 t4 t., 7,N v\VOING Spj009,0