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3658 Crawley Down Lp 18-1032 Plans New construction SFH
COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100001 DATE: February 28, 2018'-T 3 CjBUILDINGAPPLICATION #: 18-10000155 tv BUILDING PERMIT NUMBER: 18-10000155 UNIT ADDRESS: CRAWLEY DOWN LOOP 3658 17-20-31-5VC-0000-0390 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: NVR INC DBA RYAN HOMES ADDRESS: 4307 VINELAND ROAD SUITE H-20 ORLANDO FL 32811 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3658 CRAWLEY DOWN LOOP / KENSINGTON RESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Familyy Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing .00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housingg 54.00 SCHOOLS 1.000 dwl unit 54.00 CO -WIDE ORD Single Family Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE 1. ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: Project Name: Kensington Reserve Project Address:PbL,-7-0 Loef Building Permit #: I S — Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Robert Lattanzi - Ryan Homes Print Name f Owne /Ten Signature of ner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Lattanzi - Ryan Homes Print Nam o en. Co tra Signature of Gen. Contractor CB C 1257565 Gen. Contractor License # CALLED INTO: Progress Energy Rev. 02/10/15) f Scott L Easterbrook - Palmer Electric Print Name of El. Contractor Signature of El. Contractor EC0003096 El. Contractor License # Florida Power and Light on / / THIS INSTRUMENT PREPARED BY: Name: NVR Inc. dba Ryan Homes Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 NOTICE OF COMMENCEMENT Permit Number: 18-1032 Parcel ID Number: 17-20-31-5VC-0000-0390 11111111111111111111111111111111 fill 1111 6F.H—„T III A1..i Yr S E t12NLli._I_ c0ulri T C.L.:'I-%1';. OF C:.T.ftC:UIT C:OLjR I C:01"IPTROi_LE R i=.1; _ , r CLEWS 20180566,40 RECO5C_LI i l u 5 T3 ipl11 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 # 39 of Kensington Reserve 3658 Crawley Down Loop 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of Single Family Home Residential 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd, Suite H-20 Orlando FL 32811 07, D Interest in property: Fee Simple Title Holder (if other than owner listed above) Name: NA Address: 4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number: 407-692-9820 Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 5. SURETY (If applicable, a copy of the payment bond is attached): Name: NA Address: Amount of Bond: 6. LENDER: Address: Phone Number: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713. 13(1)(a)7., Florida Statutes. Name: Dayna Whitson Phone Number: 407-692-9820 Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811 8. In addition, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Sig ure of Owner or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager) Dayna Whitson Assistant Secretary Print Name and Provide Signatory's Title/Office) State of Florida County of Oran The foregoing instrument was acknowledged before me this day of .20 18 by Dayna Whitson Who is personally n n to me C KOR Name of person making statement who has produced identification 0 type of identification produced: Py TRA Y LLEIGHMCDONALD t COMMISSION # FF925012 EXPIRES October 06, 2019 t407) 398-0t53 Floridallota+vService con• Notary Signature i.9 Job Address: 3658 Crawley Down Loop Parcel ID: 17-20-31-5VC-0000-0390 Type of Work: New [A Addition f CITY OF SANFORD FED 2 6 B 1 W NG & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S 9" 3,71 us4.cl--' Historic District: Yes No 0 Residential 0 Commercial Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Title: Production Admin Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com Property Owner Information Name NVR INC. dba Ryan Homes Phone: 407-692-9831 Street: 4307 Vineland Rd #H20 Resident of property? : City, State Zip Orlando FL 32811 Contractor Information Name NVR, Inc, dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821 City, State Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design Street: 1441 N Ronald Reagan Blvd City, St, Zip: Longwood FL Bonding Company: Address: N/A Phone: 407-774-6078 Fax: E-mail: brian@abdesigngroup.com Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application I NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 2/22/2018 2/22/2018 Signature o er gent Date Signature ontractor/Agent Date Tracy Mcponald PrMs Name 2/22/2018 S re of Notary -State of Florida Date o"Yt Pu"' KRISTINRROLAND Cbfllnllsslon # GG 123381 ilpltes July 11, 2021orvetA6*-4w It" gadget Notary uni- Owner/ Agent is X Personally Known to Me or Produced ID Type of ID Permits Required Construction Type: Tracy McDonald Print Contm r/Agent's Name zx_ t_L (' 2/22/2018 411" gnature of Notary -State of Florida Date 2ott, AY °OBCF KRISTIN R ROLAND x COi Miss10n # GG 123381 NyMFoffLoPeExpires Ju 1 1M* r-BWpq NftySe,ym Contractor/ Agent is x Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Building® Electrical Mechanical Plumbing Gas Roof Occupancy Use: Total Sq Ft of Bldg: ?j,3C,9 Min. Occupancy Load: New Construction: Electric - # of Amps 2<70 Fire Sprinkler Permit: Yes No [9 # of Heads APPROVALS: ZONING: 3 4% h UTILITIES: COMMENTS: ENGINEERING:' M'Tt S)AA6 FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. 3( -Golo ;rnp. V* a ?,OSCI, - C, G-p, 9- 3 Flood Zone: k -'S cam, JkIT of Stories: 7— Plumbing - # of Fixtures 20 Fire Alarm Permit: Yes No R9 WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application Un I I i l CITY OF SANFORD FL9 6 BfJ DING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 90,619 Job Address: 3658 Crawley Down Loop Historic District: Yes No X Parcel ID: 17-20-31-5VC-0000-0390 Residential X Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move El - Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Phone: 407-692-9831 Fax: Title: Production Admin Email: trmcdona@nvrinc.com Property Owner Information Name NVR INC, dba Ryan Homes Phone: 407-692-9831 Street: 4307 Vineland Rd #H20 Resident of property? City, State Zip: Orlando FL 32811 Contractor Information Name NVR, Inc, dba Ryan Homes Street: 4307 Vineland Rd # H-20 City, State Zip: Orlando FL 32811 Name: AB Design Street: Phone: 407-692-9820 Fax: 407-692-9821 State License No.: CBC1257565 Architect/Engineer Information 1441 N Ronald Reagan Blvd City, St, Zip: Longwood FL Bonding Company: Address: N/A Phone: 407-774-6078 Fax: E-mail: brian@abdesigngroup.com Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS' TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5"' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 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. y W2/22/2018 2/22/2018 Signature o er gent Date Signature ontractor/Agent Date Tracy McAonald Print Ower/AgiName 2/ 22/2018 S4ydffre of Notary -State of Florida Date 2o r rue`c KAMIN RROLAND C6fflm15SI0n GG 123381 rMv Wres July11, 2021 80modTMBudpdwxysc* v " Owner/ Agent is X Personally Known to Me or Produced ID Type of ID Tracy McDonald Print Contrac r/Agent's Name t' 2/22/2018 ignature of Notary -State of Florida Date ot! RY r°"', KRISTIN R ROLAND Commission # GG 123381 ires yrFOFFl.ovPe eondipOTtWBYdp lNopyYSwNceS Contractor/ Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No 3 ../ WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE RYAN HOMES SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Prepour 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence 00, Address: Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 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: 18-1032 Date: 04/17/2017 Project Description: New SFR Contact Name: Tracy McDonald Job Address: 3658 Crawley Down Lp L Contact Email: trmcdona(a,nvrinc.com 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 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.cov. Provide two copies of affected plan sheets and/or supplemental information as requested. Permit submittals will not be accepted without two copies. CO ENTS: VThe truss layout on the plans contains different trusses than the truss engineering package/truss manufacturer layout. Please verify usses and revise either the plan page or the truss engineering package. Both the plans and truss engineering package/layout must mat each other. The Product Approval package has been approved under the old 2014 Code. A new product approval package (two opies) is required to be submitted, with each product approved under the 2017 code. 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 with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival Respectfully, Steve Fiorey, CBO Deputy Building Official 1 - April 30, 2018 12, 2018 City of Sanford — Building Permits 300 N. Park Ave. Sanford, FL 32771 ph.: 407,688.5000 Kensington Reserve Lot 39 To Whom It May Concern: Design GrOUPInc' The following are revisions made to the above mentioned lot: 1. The Truss designation was changed to correspond with the truss company framing plan. Sincerely, JameOR 20 s Ca ell Florida chitect 4'12079 1441 N. Ronald Reagan Blvd. • Longwood, FL 32750 • Phone: (407) 774-6078 • Fax: (407) 774-4078 AA0003325 www.abdesigngroup.com 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: 3658 Crawley Down Loop Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-0390 Phone Number: 407.692.9820 Email: votero@nvrinc.com The reason for the flood plain determination is: 0 New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) E' , '` # 'FARM ,. - =tea' rt l"'ate' i i k '' _ --OFFICI L USES «NLY 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 `A', the best available information used to determine the base flood elevation is: BP# 18-1032 Reviewed by: Michael Cash, CFM Date: March 1, 2018 o R Application for Paved Driveway, Sidewalk or WalkwayIncluding Right -of -Way Use & 9 9 Y Landscaping in Right-of-way1877-- www.sanfordfi.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 x sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Know what'sbeleW. size and location of the existing right—of-way and use shall be provided or application could be delayed. Call before you dig. 1. Project Location/Address: 3658 Crawley Down Loop, Sanford, FL 32773 2. Proposed Activity: X Driveway F Walkway FOther: 3. Schedule of Work: Start Date Completion Date 4. Brief Description of Work: Construction of New Single Family Home This application is sub Property Owner. Signature: Address: 4307 Vineland Phone: (407) 692-9831 Orlando, FL 32811 Fax: Print Name: Tracy McDonald Emergency Repairs Email: trmcdona@nvrinc.com Date: 02/22/2018 Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read Signature: Pre -pour Inspection by: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: the above statement and by signing this application I agree to its terms. Date: 02/22/2018 J 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. Official Use Only Fee: Date: Date: Date: Date: Date: 3 `1 - ZD i S Date: November 2015 KUvv use urrveway.pai 1/2018 SCPA Parcel View: 17-20-31-5VC-0000-0390 ou oti.cr t Property Record Card P Parcel: 17-20-31-5VC-0000-0390 scr+oucca nv r Property Address: 3658 CRAWLEY DOWN LOOP SANFORD, FL 32773 Parcel Information a Value Summary o 039 115 Seminole County GIsNO Legal Description LOT 39 KENSINGTON RESERVE PB 81 PGS 86-92 Taxes _ 2018 Working 2017 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings ! 0 0 n_____, Depreciated Bldg Value Depreciated EXFT Value I Land Value (Market) 14,000 14,000 Land Value Ag — Just/Market Value " 14,000 Portability Adj Save Our Homes Adj 0 0 0Amendment1Adj0 P&G Adj 0 0 Assessed Value 14'000 14,000 Tax Amount without SOH: $266.58 2017 Tax Bill Amount $266.58 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 14,000 0 ! 14,000 Schools 14,000 . _. 0 ; 14,000 City Sanford 14,000 I, SJWM(Saint Johns Water Management) 14,000 L__._.._.__.__.._. m $ 14,000 County Bonds 14,000 0 $14,000 r---_---- Sales Description Date Book Page IL Amount Qualified Vac/Imp No Sales Fin parable Sales Land Method Frontage ( Depth Units Units Price Land Value LOT 1 $14,000.00 $14,000 I Building Information IFi Permits Permit # Description Agency Amount CO Date Permit Date http://parceldetail.scpafl.org/Parcel Detail Info.aspx?PID=1720315VC00000390 1 /2 Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: Z Z I hereby name and appoint: Tracy McDonald an agent of: NVR Inc., dba Ryan Homes Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Lattanzi State License Number: Signature of License B STATE OF FLORIDA COUNTY OF Orange May 20,2018 The foregoing instrument was acknowledged before me this day of_, 20012, by Robert Lattanzi who is xqerRCj - yknown bto me or who has produced as identification and who did (did not) to an oath. S igna re Notary Seal) SI ,. C/ U I Print or type name otegYP e,c KRISR R Notary Public - State of FlorldGC1 123381Commission # GG 123 N, ° r Expires July 11, 2021 Commission No. 1233 81 g r trn hdw WW7 swins My Commission Expires: 7 f I 2/ Rev. 08.12) A R C H I T E C T S SQ.FT. CALC.'S 15T FLR LIVING 1,264 50, FT. 2ND FLR LIVNG L20 5a FT. TOTAL LIVNG 2,560 SQ FT. ENTRY/PORC 4 114 GARAGE 453 SGL FT. LANAI 242 SOL Fr. TOTAL 3,36E Sa FT. OCK§KM4T NO OLADDING wrID LOADS SAM VOID E)PO911E FOR 0 SECOND MNM CALL OMME R 1WKXR E ZONE soAfH YOO OfiOON rAUM REONr I ID W -0. IT' 84' 5 26M-32b9 2 24 3080 DR 36' 4 3008/-32..18 3 IS 26-SH 38' 1. 4 3051/-3321 3A IS 26-OH 38' 12' 5 3051/-4005 4 33 2)25-SH 16. 63' 5 2341/-31.13 5 50 M 25-SH 114' 63, 5 2635/-3325 5A 50 b080 5GD 14' 96' 5 2855/-33.M 6 33 2) 25-W 16' 63' 4 2341/-32J1 l h 25-61-1 38' 63' 5 3084/-3355 8 IT 25-SH 38' 63' 4 30BV-40b0 WIND DESIGN CRITERIA A BASIC WIND SPEED MPH (3 SECOND GUST) VULT•150 / VA5D•II& MPH B. INTERJA- PRESSURE COEFFICENT.+J8 C. RISK CATEGORY.TYP'E 11 D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WND SPEED. MCR 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMNAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. mom. L PRIOR i0 DRTUN.L MTALLATION CN ALL FRAI" MtOtS 2'-0' FP4M THE FNW.AI FLODR WLL BE SPRAYED AND TREATED O/'BORATE' A TERM TREATED SPRAY 3 1/2' c J 2a4 Y7 M R70FEDJ' 16. A CABINET SECTION 3 1/2' I'-0' J C HEADER DETAIL 2R4 uDOD R2Aria1 K'OG B CABINET SECTION HB 1 n I-6X6 P.T. POST YU UD. /• WflAP TO 8'4 AFR-7 t- e m 5M.. _--- —III III 3)25-514 I I III MORNING RM, qq3S I 15A r COVERED LANAI III 21'-4'xll'-4' BOX BENT TO I'1.4TCH I I COLIYN WD O A S3Qi I III e= T-4' II I e E3 III 3 - 4 v O III 6 III v 2)25-SH 1 i VERY. b R/T I C 0 g MAYS OI o I s DINETTE 1 GREAT ROOM e e TO EXT s W-4' ay. I IS'-8'xl4'-10' i q -- Iv TILE) I a'-4' CLaCAR-E7) 9 CA5mT ii TC • II I I u cFMN e' 4' UK • I I a v p , rnLE) i I 1 42' W64 IQ•EE WALL V J W/ WOOD CAP v 2'-10' i i 7i 4• 4n3 _0' g _g• iv m 5'-6' / 2'-10' 8' 5'-2' 4'-4' LBW. DBL STUD LBW O io R/TJ C G HDR • 1 4' 0 m I I O I N we s m I C a 1 POADER II I I I I 9 9HDR• 9r m) STUD 4X4 POST DBI STUD III I I I I I ORRLLL— J-- Cl IR J DBL. STUD I:I - W m DINING 9 FOYER 2—CAR GARAGE0II'-O'xll22-4' 1• a91-1p(C.AWU) 7-t'q.6. 12'_O'x2O'_4' LICE) T-{' CLC. I II 3A 2 O 1 1= O M.T. LPTEGF 1Im F-CR ASV. --------- e I I V-e' CLG 13•_5 5'-2' I T-S' 2'-4• HB PORCH 1 pp W-4' CLG Y ENTRY n'3'gsb 115 Ma 1 I L_—JOIb'-0' X 1'-0' OFIGD e 1' 4'-I. 1 1. 4'-8' FIRST FLOOR PLAN SCALE: 1/4 . 1'-0' ELEVATION 'C' 16'-0' m t' Design Group,... h2. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL327W PH: 407-7746078 FPX:407-77"078 w w:.btlesig T'"E— SLTBDrv. & LOT: KENSINGTON RESERVE LOT #39) MODEL SANTA ROSA VERSION#01) PROJECT#: 2997.000 PAGE: FIRST FLOOR PLAN ARCHITECT: STATE OF FLORA JAWSCANfIMELL AR NO 12079 DATE: 12 /21 /17 SCALE: 1/4"=1'-O" SHEET 3 OF 9 OOLPQBIR AND CLADDING W D LOADS RA61C WIND EXPOKI E FCR a aECOfD OUM CALL # WlOR u am zarE wa MPH WA D A ofi wD1H FBOW 1 5 36' 61' 4 RM-33.16 2 5 59 1. 61' 4 3106/-33.16 3 5 36' 61' 4 3106/-33.16 E 4 I6 4040-F' 48' 48' 4 30.52/-3362 5 5 b5 36' 61' 5 3106/-4103 6 5 36' 61' 4 3106/-33.16 1 5 36' Twir 61' 4 3106/-33.16 WIND DESIGN CRITERIA A 2.481C WND SPEED MPH (3 SECOND GUST) VULT.150 / VASD•116 MPH B. INTEF44AL PRESSURE COEMCENT-18 C. RISK CATEGORY -TYPE II D. EW'06URE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE CASED ON THE volt DESk-24 WIND SPEED. P5CR 6TW ED. (2011) ALLOWS THESE FFESSLIMS TO BE MULTIPLIED BY Of, TO FEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MAN.FACTURER5. NOTE: L PRIOR To DR WALL HSTALIATION ON ALL FRAMING M"EP5 2'-D' FROM TVE MS41 FLOOR WILL OE SPRATED AND MATED V UORATE' A TERIITE TREATED SPRAY SECOND FLOOR PLAN SCALE: 1/4 . 1'-0' ELEVATICN V A R C H I T E C T S Desis Grn ouplln.. 1441 N. RONALD RFAGAN BLVD. LONG WOOD, FL 327M PH: 407-T7"078 FAX: 407-774 078 w— bd.lipg..p.mm WAA #: 0003325 C SLTBDIV. & = M KENSINGTON RESERVE LOT # 39) MODEL• SANTA ROSA VERSION# 01) PROJECT#: 2997. 000 PAC3E: SECOND FLOOR PLAN ARCHQTECT STATE OF FLC DA JAAES CANTM a L DATE: 12 /21 /17 SCALE: 1/4"=1'—O" SHEET 4 OF 9 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 3a Job Addres L 'oo J4'n-J Historic District: Yes 0 No n Parcel ID: Residential 0 Commercial [] Type of Work: New q AdditionEl AlterationEl RepairEl DemoEl Change of Use n MoveEl Description of Work: rj,rnj 2 Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Phone: ! 4b'T - Street: Resident of property? a City, State Zip: tali ContractorInformationName yf Phone:, 0 4 ( P Street: C Fax: City, State Zip: \['k ( rTor 9"I"'C 1 a)" 7 State. License No.: Arch itect/Enginee r Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E-mail; Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR EMPROVEMENTS TO YOUR PROPERTY- A NOTICE OF COMMENCEME'NT 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 willbe 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, furuaces4 boilers, heaters, tanks, and airconditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Pennit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as 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 Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is. Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent pate rint`Contractor/Agent's Name Signature ofNotary-State of Florida pate oti+t`Y °uar e . PAMELA S TERNUS Commission q GG 110622 Expires Auqust 7, 2021 4;1OF F OPo Bonded Thm Budget NOWry SMYYRS Contractor/Agent is < Personally Known to Me or Produces! 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: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Plumbing - # ofFixtures Fire Alarm Permit: Yes Into WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application 0 RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method i0ProjectName: Lot39KensingtonReserveSantaRosaCGRW Builder Name: Ryan Homes Street: 3658 CRAWLEY DOWN LOOP Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32773 Permit Number: ' 8 - 10 3 2 Owner: Jurisdiction: 691500 q Design Location: FL, Orlando County: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (2754.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Ext Insul, Exterior R=4.1 1260.00 ft2 b. Frame - Wood, Exterior R=13.0 1184.00 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 310.33 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1622.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1622.00 ft2 6. Conditioned floor area above grade (ft2) 2560 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. R= ft2 11. Ducts R ft2 7. Windows(340.2 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 512 a. U-Factor: Dbl, U=0.35 292.24 ft2 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.62 48.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.29 a. Central Unit 38.5 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 38.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 5.692 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1585.0 sgft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1260.00 ft2 b. Conservation features b. Crawlspace R=19.0 304.98 ft2 None c. other (see details) R= 20.00 ft2 15. Credits Pstat Glass/ Floor Area: 0.133 Total Proposed Modified Loads: 70.75 PASS Total Baseline Loads: 71.37 1 hereby certify that the plans and sp cifications covered by Review of the plans and t T%E STg p4P this calculation are in compliance the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. inu :r, °. •:'r; .;,.. „ .O PREPARED BY: '~ "'T- DATE: 2-7-18 Scott Pratt Before construction is completed this building will be inspected for compliance with Section 553.908 t I hereby certify that this building, as designed, is in compliance Florida Statutes. N GOOwiththeFloridaEnergyCde. OWNER/ AGENT: BUILDING OFFICIAL: DATE: 2/ /2018 DATE: 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 with a selected proposed infiltration rate of 6.00 ACH50 requires an envelope leakage test report in accordance with R402. 4.1.2. and an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1. Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.050 Qn for whole house. 2/ 7/2018 1:19 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: Lot39KensingtonReserveSant Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 2560 Lot # 39 Owner Name: Total Stories: 2 Block/SubDivision: KENSINGTON RES of Units: 1 Worst Case: No PlatBook: Builder Name: Ryan Homes Rotate Angle: 0 Street: 3658 CRAWLEY DOW Permit Office: SANFORD Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: SANFORD , Family Type: Single-family FL, 32773 New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2560 22123.2 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1264 11755.2 Yes 3 0 1 Yes Yes Yes 2 2nd Floor 1296 10368 No 1 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Crawlspace Main 27.3 ft 0 0 ft2 19 0 0 1 2 Raised Floor Main ---- ---- 20 ft2 0 0 1 3 Slab -On -Grade Edge Insulatio Main 135 ft 1260 ft2 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or Shed Composition shingles 1717 ft2 330 ft2 Medium 0.85 N 0.85 No 0 22.6 ATTIC Area RBS IRCCV # Type Ventilation Vent Ratio (1 in) 1 Full attic Vented 300 1585 ft2 N N 2/7/2018 1:19 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 F(1RM RAnF-gn1d CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 38 Blown 1622 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar BelowoSpace 1 N Exterior Frame - Wood 2nd Floor 13 34 0 8 0 272.0 ft2 0 0.25 0.9 0 2 N Exterior Concrete Block- Ext Insul Main 4.1 45 0 9 4 420.0 ft2 0 0 0.9 0 3 W Exterior Frame - Wood 2nd Floor 13 40 0 8 0 320.0 ft2 0 0.25 0.9 0 4 W Exterior Concrete Block - Ext Insul Main 4.1 19 0 9 4 177.3 ft2 0 0 0.9 0 5 S Exterior Frame - Wood 2nd Floor 13 34 0 8 0 272.0 ft2 0 0.25 0.9 0 6 S Exterior Concrete Block - Ext Insul Main 4.1 31 0 9 4 289.3 ft2 0 0 0.9 0 7 E Exterior Frame - Wood 2nd Floor 13 40 0 8 0 320.0 ft2 0 0.25 0.9 0 8 E Exterior Concrete Block- Ext Insul Main 4.1 40 0 9 4 373.3 ft2 0 0 0.9 0 9 Garage Frame - Wood Main 13 33 3 9 4 310.3 ft2 0 0.25 0.8 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Insulated Main None 25 3 8 24 ft2 2 Wood Main None 25 2 8 8 21.3 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 2 Vinyl Low-E Double Yes 0.35 0.29 32.9 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds Exterior 5 2 W 3 Vinyl Low-E Double Yes 0.35 0.29 45.8 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5 3 W 4 Vinyl Low-E Double Yes 0.35 0.29 19.3 ft2 6 ft 4 in 0 ft 2 in Drapes/blinds Exterior 5 4 W 4 Vinyl Low-E Double Yes 0.35 0.29 19.3 ft2 6 ft 4 in 0 ft 2 in Drapes/blinds Exterior 5 5 S 5 Vinyl Low-E Double Yes 0.35 0.29 30.5 ft2 1 ft 0 in 1 ft2 in Drapes/blinds Exterior 5 6 S 6 Metal Low-E Double Yes 0.62 0.29 48.0 ft2 22 ft 4 in 0 ft 2 in None Exterior 5 7 E 7 Vinyl Low-E Double Yes 0.35 0.29 15.3 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5 8 E 7 Vinyl Low-E Double Yes 0.35 0.29 16.0 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds None 9 E 8 Vinyl Low-E Double Yes 0.35 0.29 48.6 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds Exterior 5 10 E 8 Vinyl Low-E Double Yes 0.35 0.29 32.4 ft2 12 ft 4 in 0 ft 2 in Drapes/blinds Exterior 5 11 S 6 Vinyl Low-E Double Yes 0.35 0.29 32.4 ft2 1 ft 0 in 10 ft 10 in Drapes/blinds Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 453 ft2 453 ft2 53.1 ft 9.33 ft 1 2/7/2018 1:19 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000329 2212.3 121.45 228.41 .2961 6 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.5 38 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 38.5 kBtu/hr cfm 0.7 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Main 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft DUCTS Supply -- Location R-Value Area Return --- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT QN RLF HVAC # Heat Cool 1 Attic 6 512 ft2 Attic 128 ft' Proposed Qn 2nd Floor --- cfm 128.0 cfm 0.05 0.50 1 1 TEMPERATURES Programable Thermostat: Y CoolingJan Feb j Mar HeatinH Jan X Feb]MarApr Ventin Jan [ Feb X Mar Ceiling Fans: A r Ma rj Jun X Jul X Aug] Se Oct Nov May Jun f Jul f Auf]Sep Oct Nov X Apr May Jun [ Jul [ Aug [ j Se [X Oct HNov Dec Dec Dec 2/ 7/2018 1:19 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 Thermostat Schedule: Schedule Type HERS 2006 Reference 1 2 3 4 5 Hours 6 7 8 9 10 11, 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 2/7/2018 1:19 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 3658 CRAWLEY DOWN LOOP, SANFORD, FL, 32773 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows** Description a. U-Factor: Dbl, U=0.35 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.62 SHGC: SHGC=0.29 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: New (From Plans) 9. Wall Types Insulation Area a. Concrete Block - Ext Insul, Exterior R=4.1 1260.00 ft2 Single-family b. Frame - Wood, Exterior R=13.0 1184.00 ft2 1 c. Frame - Wood, Adjacent R=13.0 310.33 ft2 3 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=38.0 1622.00 ft2 2560 b. N/A R= ft2 c. N/A R= ft2 Areaa 11. Ducts R ft2 292 ft2 a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 512 48.00 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 38.5 SEER:15.00 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Crawlspace R=19.0 c. other (see details) R= ft2 13. Heating systems a. Electric Heat Pump 5.692 ft. 0.290 Area 14. Hot water systems 1260.00 ft2 a. Electric 304.98 ft2 b. Conservation features 20.00 ft2 None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: 2/8/2018 Address of New Home: 3658 CRAWLEY DOWN LOOP City/FL Zip: 32773 kBtu/hr Efficiency 38.0 HSPF:8.50 Cap: 50 gallons EF: 0.95 Pstat y0F IM ST,gT oA COD WE Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 2/7/2018 1:19 PM EnergyGauge@ USA - FlaRes2014 - 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: 3658 CRAWLEY DOWN LOOP Permit Number: SANFORD , FL, 32773 MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTU E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing (Mandatorypi ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i), Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 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. (25Pa) across the system,'including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 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. 2/7/2018 1:20 PM EnergyGauge@ USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55°F (13°C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory) O R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic -temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60oC). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. O R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. p R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 2M2018 1:20 PM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 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. 0 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. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 557, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. 0 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. 0 R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. 0 R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. 0 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. 2/7/2018 1:20 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot39Kensington ReserveSantaRosaCGRW Builder Name: Ryan Homes Street: 3658 CRAWLEY DOWN LOOP Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32773 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air - permeable insulation shall not be used as a sealing material. Ceiling/ attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/doorjambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors ( including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/ tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/ phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 2/ 7/2018 1:20 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 Manual S Compliance Report Job: Lot39KensingtonReserv... wrightsoft® p Date: 3/31/2015 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 Projec• • For: Ryan Homes 3658 CRAWLEY DOWN LOOP, SANFORD, FL32773 Co:oling Equipment' Design Conditions Outdoor design DB: 92.5°F Sensible gain: 32938 Btuh Entering coil DB: 77.7'F Outdoor design WB: 76.2°F Latent gain: 5319 Btuh Entering coil WB: 63.9°F Indoor design DB: 75.0°F Total gain: 38258 Btuh Indoor RH: 50% Estimated airflow: 1283 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Goodman Mfg. Actual airflow: 1283 cfm Sensible capacity: 33565 Btuh Latent capacity: 5567 Btuh Total capacity: 39132 Btuh Model: GSZ140421K+ASPT47D14A 102% of load 105% of load 102% of load SHR: 86% Heating Equipment' & r. Design Conditions Outdoor design DB: 42.3°F Heat loss: 27915 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A Actual airflow: 1283 cfm Output capacity: 32309 Btuh 116% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1283 cfm Output capacity: 7.9 kW 97% of load Temp. rise: 50 IF Meets are all requirements of ACCA Manual S. Entering coil DB: 69.3°F Capacity balance: 35 OF Economic balance: -99 OF 2017-Dec-23 09:33:13 wrightsoft° Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1 ACCK...osaCGRW\Lot39KensingtonReserveSantaRosaCGRW.rup Calc = MJ8 House faces: W Component Constructions Job: Lot39KensingtonReserv... f` - wrightsoft, p Date: 3/31/2015 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 ro ec n orma ion For: Ryan Homes DOWN LOOP, SANFORD, r- Location: Indoor: Heating Cooling Orlando/Jetport, FL, US Indoor temperature (°F) 70 75 Elevation: 105 ft Design TD (°F) 28 18 Latitude: 281N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8 Dry bulb (IF) 42 93 Infiltration: Daily range (IF) - 16 ( M) Method Simplified Wet bulb (OF) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Cig HTM Gain ftz Btuh/ft%*F ft2-°F/Btuh Btu h/fF Btu Btu hAV Btuh Walls 12C-Osw: Frm wall, stucco ext, 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 ext bd ins, 8" thk, 1/2" gypsum board i nt fns h Partitions 12C-Osw: Frm wall, stucco ext, 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, mtl no brk frm mat, cir innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (5.25 ft window ht, 1.33 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir 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 ft head ht 213-2fm: 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); 1 ft overhang (4 ft window ht, 1.17 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; 11.92 ft overhang (5.25 ft window ht, 0.17 ft sep.); 6.67 ft head ht n 272 0.091 13.0 2.52 686 2.85 774 e 289 0.091 13.0 2.52 728 2.85 822 s 242 0.091 13.0 2.52 609 2.85 687 w 274 0.091 13.0 2.52 691 2.85 781 all 1077 0.091 13.0 2.52 2714 2.85 3064 n 386 0.201 0 5.57 2150 5.29 2044 e 291 0.201 0 5.57 1621 5.29 1541 s 208 0.201 0 5.57 1158 5.29 1101 w 114 0.201 0 5.57 636 5.29 604 all 999 0.201 0 5.57 5564 5.29 5291 288 0.091 13.0 2.52 726 1.45 418 n 32 0.540 0 15.0 484 14.1 456 e 49 0.540 0 15.0 726 33.9 1644 all 81 0.540 0 15.0 1211 25.9 2100 e 15 0.540 0 15.0 228 33.9 516 s 31 0.540 0 15.0 456 14.3 437 w 46 0.540 0 15.0 684 33.9 1549 all 92 0.540 0 15.0 1369 27.4 2503 e 16 0.540 0 15.0 239 39.2 628 e 32 0.540 0 15.0 484 14.1 456 2017-Dec-23 09:33:13 wrightsoft• Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1 MCP. ... osaCGRW\Lot39KensingtonReserveSantaRosaCGRW.rup Calc = MJ8 House faces: W 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, s 32 0.540 0 15.0 484 15.7 507 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (5.25 ft window ht, 10.83 ft sep.); 6.67 ft head ht 2A-2omd: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, clr innr, s 48 0.620 0 17.2 824 16.1 772 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.25); 22.33 ft overhang (8 ft window ht, 0.17 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, cir low-e outr, air gas, mti no brk frm mat, clr innr, w 39 0.540 0 15.0 577 33.9 1305 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (6.25 ft window ht, 1.25 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type w 24 0.390 0 10.8 259 12.0 289 n 21 0.390 0 10.8 230 12.0 257 all 45 0.390 0 10.8 490 12.0 545 Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1586 0.026 38.0 0.72 1142 1.41 2240 gypsum board int fnsh Floors 20P-13c: Flr floor, frm fir, 12" thkns, carpet fir fnsh, r-13 cav ins, gar 306 0.068 13.0 1.88 575 0.98 298 ovr 20P-13t: Fir floor, frm flr, 12" thkns, r-13 cav ins, amb ovr 20 0.068 13.0 1.88 38 0.98 20 22A-tpl: Bg floor, light dry soil, on grade depth 135 0.989 0 27.4 3698 0 0 2017-Dec-23 09:33:13 wrightSOW Right -Suite® Universal 2017 17.0.23 RSU23828 Page 2 ACCA... osaCGRW\Lot39Kensington ReserveSantaRosaCGRW.rup Calc = MJ8 House faces: W ProjePtSummary Job: Lot39Kensin gtonReserv... ct -- wrightsoftoY Date: 3/31/2015 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 3658 CRAWLEY DOWN LOOP, SANFORD, FL32773 Notes: L.S. 12-23-17 SRP De! ii-qn lhformAtion'.,% 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 24364 Btuh Ducts 3551 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 27915 Btuh Infiltration Method Construction quality Fireplaces Area ( ft2) Volume ( ft3) Air changes/hour Equiv. AVF (cfm) Simplified Average 0 He tin Co olin 3019301322598 22598 0. 37 0.19 139 72 Heating Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI Model GSZ140421 K AHRI ref :8242633 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 35 OF Backup: 8. 5 HSPF 38000 Btuh @ 470F 27 OF 1283 cfm 0. 046 cfm/Btuh 0. 40 in H2O Input = 8 kW, Output = 26952 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 25074 Btuh Ducts 7864 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/ swing multiplier 1.00 Equipment sensible load 32938 Btuh Latent Cooling Equipment Load Sizing Structure 3219 Btuh Ducts 2100 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 5319 Btuh Equipment Total Load (Sen+Lat) 38258 Btuh Req. total capacity at 0.70 SHR 3.9 ton Cooling Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Cond GSZ140421 K Coil ASPT47D14A AH R I ref :8242633 Efficiency 12.5 EER, 15 SEER Sensible cooling 26950 Btuh Latent cooling 11550 Btuh Total cooling 38500 Btuh Actual air flow 1283 cfm Air flow factor 0.039 cfm/Btuh Static pressure 0.40 in H2O Load sensible heat ratio 0.86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wr1 ht:SOft' 2017- Dec-23 09:age 1 9Righi-Suite® Universal 2017 17.0.23 RSU23828 Page 1 ACCA... osaCGRW\Lot39KensingtonReserveSantaRosaCGRW.rup Calc = MJ8 House faces: W J. wrightsoft, Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot39Ken sin gtonReserveSa... Date: 3/31 /2015 By: FJF 1 Room name Entire House Great 2 Exposed wall 283.0 ft 35.5 ft 3 Room height 8.6 ft 9.3 ft heat/cool 4 Room dimensions 1.0 x 375.1 ft 5 Room area 2620.0 ft2 375.1 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-'F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C70sw 0.091 n 2.52 2.85 272 272 686 774 0 0 0 0 13A- 2ocs 0.201 n 5.57 5.29 419 386 2150 2044 0 0 0 0 t_ G 2A-20m 0.540 n 14.96 14.08 32 0 484 456 0 0 0 0 12C- Osw 0.091 a 2.52 2.85 320 289 728 822 0 0 0 0 11 2A-2om 0.540 e 14.96 33.86 15 0 228 516 0 0 0 0 2B- 2fm 0.540 e 14.96 39.23 16 0 239 628 0 0 0 0 13A- 2ocs 0.201 a 5.57 5.29 372 291 1621 1541 181 149 829 789 2A- 2om 0.540 e 14.96 33.86 49 0 726 1644 0 0 0 0 2A- 2om 0.540 e 14.96 14.08 32 32 484 456 32 32 484 456 12C- 0sw 0.091 s 2.52 2.85 272 242 609 687 0 0 0 0 2A- 2om 0.540 s 14.96 14.34 31 25 456 437 0 0 0 0 13A- 2ocs 0.201 s 5.57 5.29 288 208 1158 1101 149 116 648 616 2A- 2om 0.540 s 14.96 15.65 32 0 484 507 32 0 484 507 2A- 2omd 0.620 s 17.17 16.08 48 48 824 772 0 0 0 0 1 l 12C-Osw 0.091 w 2.52 2.85 320 274 691 781 0 0 0 0 1 2A-26m 0.540 w 14.96 33.86 46 0 684 1549 0 0 0 0 13A- 2ocs 0.201 w 5.57 5.29 177 114 636 604 0 0 0 0 2A- 2om 0.540 w 14.96 33.86 39 0 577 1305 0 0 0 0 11DO 0.390 w 10.80 12.03 24 24 259 289 0 0 0 0 P 12C-0sw 0.091 2.52 1.45 309 288 726 418 224 224 565 326 L 11 DO 0.390 n 10.80 12.03 21 21 230 257 0 0 0 0 DC 168-38ad 0.026 0.72 1.41 1586 1586 1142 2240 0 0 0 0 F 20P-13c 0.068 1.88 0.98 306 306 575 298 0 0 0 0 F 2OP-13t 0.068 1.88 0.98 20 20 38 20 0 0 0 0 F 22A-to, 0.989 27.40 0.00 1260 135 3698 0 375 36 973 0 6 c) AED excursion 0 189 Envelope loss/gain 20134 20147 3984 2505 12 a) Infiltration 4230 1372 572 186 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 5 1150 3 690 Appliances/ other 2405 0 Subtotal ( lines 6 to 13) 24364 25074 4557 3380 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 24364 25074 4557 3380 15 Duct loads 15% 31% 3551 7864 100/0 26% 469 869 Total room load 27915 32938 5026 4249 Air required (cfm) 1 12831 1283 231 166 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. F- WrightSoft' Right -Suite® Universal 2017 17.0.23 RSU23828 2017- Dec-23 0 Page 1 osaCGRW\ Lot39KensingtonReserveSantaRosaCGRW.rup Calc = MJ8 House faces: W g wrightsoft, Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot39Ken sin gtonReserveSa... Date: 3131 /2015 By: FJF 1 Room name Dining Powder 2 Exposed wall 30.0 it 0 it 3 Room height 9.3 it heat/cool 9.3 it heat/cool 4 Room dimensions 14.0 x 12.0 it 6.0 x 6.0 it 5 Room area 168.0 ft2 36.0 ft2 Ty Construction U-value Or HTM Area (ft2) toad Area (ft2) Load number BtulVft2°F) Btuh/ft2) or perimeter (it) Btuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 n 2.52 2.85 0 0 0 0 0 0 0 0 Vt/ 13A-2acs 0.201 n 5.57 5.29 112 112 621 591 0 0 0 0 L- G 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 VI 12C-Osw 0.091 a 2.52 2.85 0 0 0 0 0 0 0 0 11 mo-`( 2A-2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 2B- 2fm 0.540 e 14.96 39.23 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 a 5.57 5.29 0 0 0 0 0 0 0 0 2A- 2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 2A- 2om 0.540 e 14.96 14.08 0 0 0 0 0 0 0 0 A I 12C-Osw 0.091 s 2.52 2.85 0 0 0 0 0 0 0 0 C 2A-2om 0.540 s 14.96 14.34 0 0 0 0 0 0 0 0 13A- 20cs 0.201 s 5.57 5.29 37 37 207 197 0 0 0 0 2A- 2om 0.540 s 14.96 15.65 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 Vl/ 12C-Osw 0.091 w 2.52 285 0 0 0 0 0 0 0 0 G 2A-2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 w 5.57 5.29 130 92 510 485 0 0 0 0 2A- 2om 0.540 w 14.96 33.86 39 0 577 1305 0 0 0 0 11 DO 0.390 w 10.80 12.03 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 252 1.45 0 0 0 0 0 0 0 0 L_ o 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 168-38ad 0.026 0.72 1.41 0 0 0 0 0 0 0 0 F 2OP-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 2OP-13t 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-to 0.989 27.40 0.00 168 30 822 0 36 0 0 0 6 c) AED excursion 472 0 Envelope loss/gain 2737 3051 0 0 12 a) Infiltration 484 157 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/ other 0 5 Subtotal ( lines 6 to 13) 3221 3437 0 5 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3221 3437 0 5 15 Duct loads 10% 261. 332 883 10% 26 % 0 1 Total room load 3553 4321 0 6 Air required (cfm) 163 168 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr1ghtsoft` Right -Suite® Universal 2017 17.0.23 RSU23828 2017- Dec-23 09:ge 2 APageosaCGRW\Lot39KensingtonReserveSantaRosaCGRW.rup Calc = MJ8 House faces: W F - wrightsoft- Right-M Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot39Kensing ton ReserveSa... Date: 3/31/2015 By: FJF 1 Room name DIN/KIT/MOR Bdrm 2 2 Exposed wall 69.5 ft 28.0 ft 3 Room height 9.3 ft heat/cool 8.0 It heat/cool 4 Room dimensions 1.0 x 680.9 ft 1.0 x 184.5 ft 5 Room area 680.9 ft2 184.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ftz°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 126-0sw 0.091 n 2.52 2.85 0 0 0 0 112 112 282 319 V+/ 13A-2ocs 0.201 n 5.57 5.29 307 275 1528 1454 0 0 0 0 L- G 2A-20m 0.540 n 14.96 14,08 32 0 484 456 0 0 0 0 Vr/ - 12b-0sw 0.091 a 2.52 2.85 0 0 0 0 0 0 0 0 1 1 2A-2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0, I G 2B- 21m 0.540 e 14.96 39.23 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 a 5.57 5.29 191 142 791 752 0 0 0 0 2A- 20m 0.540 e 14.96 33.86 49 0 726 1644 0 0 0 0 2A- 2om 0.540 e 14.96 14.08 0 0 0 0 0 0 0 0 j 12C-0sw 0.091 s 2.52 2.85 0 0 0 0 0. 0 0 0 C' 2A-2om 0:540 s 14.96 14.34 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 s 5.57 5.29 102 54 302 288 0 0 0 0 2A- 2om 0.540 s 14.96 15.65 0 0 0 0 0 0 0 0 2A- 2omd 0.620 s 17.17 16.08 48 48 824 772 0 0 0 0 y/ 12C.-0sw 0.091 w 2.52 2.85 0 0 0 0 112 97 244 275 G 2A-2om 0.540 w 14.96 33.86 0 0 0 0 15 0 228 516 Vfl 13A-2ocs 0.201 w 5.57 5.29 47 23 125 119 0 0 0 0 Gp 2A-2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0 11 DO 0.390 w 10.80 12.03 24 24 259 289 0 0 0 0 PI 12"sw 0.091 2.52 1.45 85 63 160 92 0 0 0 0 D 11 DO 0.390 n 10.80 12.03 21 21 230 257 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 226 226 162 319 185 185 133 261 F 20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 20P-13t 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-to 0.989 27.40 0.00 681 70 1904 0 0 0 0 0 6 c) AED excursion 439 169 Envelope loss/gain 7498 6002 887 1540 12 a) Infiltration 1121 364 388 126 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 1200 1 0 Subtotal ( lines 6 to 13) 8619 7566 1276 1666 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 8619 7566 1276 1666 15 Duct loads 10 % 26% 888 1944 23 % 39 % 298 650 Total room load 9507 9510 1574 2316 Air required (cfm) 437 370 721 90 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. IItSOft' 2017- Dec-23 09:33:13 4C A-Fk- wri 9 Right -Suite® Universal 2017 17.0.23 RSU23828 Page 3 osaCGRW\ Lot39KensingtonReserveSantaRosaCGRW.rup Calc = MJ8 House faces: W wrightsoft° Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot39KensingtonReserveSa... Date: 3/31/2015 By: FJF 1 Room name Bdrm 3 Bthrm 2 2 Exposed wall 12.0 ft 6.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heaUcool 4 Room dimensions 1.0 x 149.5 ft 11.0 x 6.0 ft 5 Room area 149.5 ft2 66.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ftz°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 n 2.52 2.85 0 0 0 0 48 48 121 137 V I 13A-2ocs 0.201 n 5.57 5.29 0 0 0 0 0 0 0 0 L- G 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 12C-0sw 0.091 a 2.52 2.85 0 0 0 0 0- 0 0 0 11 T 2A=2om 0.540 e" 14.96 33.86 0 0 0 0 0 0 0 0 I4-{ 2B-2fm 0.540 a 14.96 39.23 0 0 0 0 0 0 0 0 13A-2ocs 0.201 a 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 2A-2om 0.540 e 14.96 14.08 0 0 0 0 0 0 0 0 12C-0sw 0.091 s 2.52 0 0 0 0 0 0 0 0 t-G2.85 2A-2om 0.540 s 14.96 14.34 0 0 0 0 0 0 0 0 0 0 0 013A-2ocs 0.201 s 5.57 5.29 0 0 0 0 2A-2om 0.540 s 14.96 15.65 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 12C-0sw 0.091 w 2.52 2.85 96 81 204 230 0 0 0 0 2A-2om 0.540 w 14.96 33.86 15 0 228 516 0 0 0 0 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 tfz13A- 2ocs 2A-2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0 11 DO 0.390 w 10.80 12.03 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 L-D 11DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.72 1.41 150 150 108 211 66 66 48 93 F 2GP-13c 0.068 1.88 0.98 80 80 151 78 0 0 0 0 F 2OP-13t 0.068 1.88 0.98 20 20 38 20 0 0 0 0 F 22A-to 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 190 14 Envelope loss/gain 728 1246 169 216 12 a) Infiltration 166 54 83 27 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants t7a 230 0 0 0 0 Appliances/other 1 0 1 0 Subtotal (lines 6 to 13) 895 1300 252 243 Less external load 0 0 0 0 Less transfer 0 0 0 0 0 0Redistribution0 895 0 1300 252 243 14 15 Subtotal Duct loads 23 % 39 % 209 507 23 % 39% 5.9 9 5 Total room load 1104 1807 311 337 Air required (cfm) 51 70 14 13 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri F tSofC 2017-Dec-23 09:33:13 4 z- 9 Right -Suite® Universal 2017 17.0.23 RSU23828 Page 4 osaCGRW\Lot39KensingtonReserveSantaRosaCGRW.rup Calc = MJ8 House faces: W I- wrightsoftro 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: Lot39KensingtonReserveSa... Date: 3/31/2015 By: FJF 1 Room name Mstr WIC Mstr Bthrm 2 Exposed wall 25.5 ft 10.0 If 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 159.3 ft 1.0 x 98.0 ft 5 Room area 159.3 ftz 98.0 ftz Ty Construction U-value Or HTM Area (ftz) Load Area (ft') Load number Btuh/ftz°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 n 2.52 2.85 112 112 282 319 0 0 0 0 Vf/ 13A-2ocs 0.201 n 5.57 5.29 0 0 0 0 0 0 0 0 L-"' 2A-20m 9.540 n 14.96 14.08 0 0 0 0 0 0 0 0 12C-Osw 0.091 e 252 2.85 92 92 232 262 80 64 161 182 11 2A-2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 2B-2fm 0.540 e 14.96 39.28 0 0 0 0 16 0 239 628 13A-2ocs 0.201 a 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 2A-2om 0.540 e 14.96 14.08 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.52 2.85 0 0 0 0 0 0 0 0 2A-2om 0.540 s 14.96 14.34 0 0 0 0 0 00 0 y/ 13A-2ocs 0.201 s 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.540 s 14.96 15.65 0 0 0 0 0 0 0 0 LI-G 2A-2omd 0.620 s 17.17 16.08 0 0 0 0 0 0 0 0 V// 12C-0sw 0.091 w 2.52 2.85 0 0 0 0 0 0 0 0 L_{G 2A-2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0 yJ 13A-2ocs 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0 11 DO 0.390 w 10.80 12.03 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 L-D 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 159 159 115 225 98 98 71 138 F 2OP-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 2OP-13t 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-to 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 50 5 Envelope loss/gain 629 755 471 954 12 a) Infiltration 354 115 139 45 b) Room ventilation 0 0 0 0 13 1ntemal gains: Occupants Qa 230 0 0 0 0 Appliances/other 1 0 0 Subtotal (lines 6 to 13) 983 870 610 999 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 983 0 870 0 610 0 999 14 15 Subtotal Duct loads 1 239/6 390/0 230 339 23 % 39%1 1431 389 Total room load 1 1 1212 1209 7531 1388 Air required (cfm) 561 471 35 54 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri ht50ft' 2017-Dec-23 09:33:13 i4C A9 Right -Suite® Universal 2017 17.0.23 RSU23828 Page 5 osaCGRW\Lot39KensingtonReserveSantaRosaCGRW.rup Calc = MJ8 House faces: W f wrightsoft° Right-M Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot39Kensing ton ReserveSa... Date: 3/31 /2015 By: FJF 1 Roam name Mstr Bdrm Mstr WC 2 Exposed wall 34.5 ft 8. 0 ft heat/cool 0 ft 8. 0 ft heat/cool 3 Room height 4 Room dimensions 18.5 x 16.0 It 3.5 x 5.5 ft 5 Room area 296.0 ft2 19.3 ftz Ty Construction U-value Or HTM Area (ft') Load Area (ftz) Load number Btuh/ftz°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-0sw 0.091 n 2.52 2.85 0 0 0 0_ 0 0 6 0 0 0 y/ 13A-2ocs 0.201 n 5.57 5.29 0 0 0 0 0 0 0 0 0 L-G 2A-tom 0.540 n 14.96 14.08 0 0 0 0 0 12C- Osw 0.091 a 2.52 2.85 148 133 335 378 0 0 0 0 0 112A- 2om VV 0.540 e 14.96 33.86 15 0 228 516 0 0 0 2B- 2fm 0.540 e 14.96 39.23 0 0 0 0 0 0 0 0 13A- 20cs 0.201 a 5.57 5.29 0 0 0 0 0 0 0 0 0 0 2A- 2om 0.540 e 14.96 33.86 0 0 0 0 0 0 2A- 2om 0.540 a 14.96 14.08 0 0 0 0 0 0 0 0 12C- 0sw 0.091 s 2..52 2.85 128 113 284 321 0 0 0 0 2A- 2om 0.540 s 14.96 14.34 15 13 228 219 0 0 0 0 0 13A- 20cs 0.201 s 5.57 5.29 0 0 0 0 0 0 0 0 0 2A- 2om 0.540 s 14.96 15.65 0 0 0 0 0 0 2A- 2omd 0.620 s 17.17 16.08 0 0 0 0 0 0 0 0 0 V/ 12C-0sw 0.091 w 2.52 2.85 0 0 0 0 0 0 0 G 2A-2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0 0 0 Vr1 13A-20cs 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.540 w 14.96 33.86 0 0 0 0 0 0 11 DO 0.390 w 10.80 12.03 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 0 L.D 11DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.72 1.41 296 296 213 418 19 19 14 27 F 2OP-13c 0.068 1.88 0.98 0 0 0. 0 0 0 0 0 F 2OP-13t 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 156 1 Envelope loss/gain 1288 1697 14 26 12 a) Infiltration 479 155 0 0 0 0 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 0 Appliances/ other 600 Subtotal ( lines 6 to 13) 1767 2682 14 26 Less external load 0 0 0 0 0 0 Less transfer 0 0 0 0 0 0 Redistribution 1767 2682 14 26 14 15 Subtotal Duct loads 23% 39% 413 1046 230/6 39% 3 10 Total room load 2180 3727 17 1136 1 Air required (cfm) 1 100 145 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri ht50fY 2017- Dec-23 09:33:13 A 9 Right -Suite® Universal 2017 17.0.23 RSU23828 Page 6 osaCGRW\ Lot39KensingtonReserveSantaRosaCGRW.rup Calc = MJ8 House faces: W 1- wrightsoft, Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone:407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot 39Ken sin gtonReserveSa... Date: 3/31 /2015 By: FJF 1 Room name Loft Laundry 2 Exposed wall 32.0 ft 0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 345.5 ft 7.0 x 6.0 ft 5 Room area 345.5 ft2 42.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-OF) Btuhft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 n 2.52 2.85 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 n 5.57 5.29 0 0 0 0 0 0 0 0 t_" 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 12C- 6sw 0.091 a 2.52 2.85 0 0 0 0 0 0 0 0 11 2A-2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 2B- 2fm 0.540 e 14.96 39.23 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 a 5.57 5.29 0 0 0 0 0 0 0 0 2A- 2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 2A- 2om 0.540 e 14.96 14.08 0 0 0 0 0 0 0 0 Vt/ 12C-0sw 0.091 s 2.52 285 144 129 325 367 0 0 0 0 l- G 2A-2om 0.540 s 14.96 14.34 15 13 228 219 0 0 0 0 13A- 2ocs 0.201 s 5.57 5.29 0 0 0 0 0 0 0 0 2A- 2om 0.540 s 14.96 15.65 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 Vjl 12C-Osw 0.091 w 2.52 2.85 112 97 244 275 0 0 0 0 G 2A-2om 0.540 w 14.96 33.86 15 0 228 516 0 0 0 0 13A- 2ocs 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 2A- 2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0 11 DO 0.390 w 10.80 12.03 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 1 2.52 1.45 0 0 0 0 0 0 0 0. L- D 11DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.72 1.41 346 346 249 488 42 42 30 59 F 2OP-13c 0.068 1.88 0.98 225 225 424 220 0 0 0 0 F 2OP-13t 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 49 36 Envelope loss/gain 1698 2134 30 23 12 a) Infiltration 444 144 0 0 b) Room ventilation 1 0 0 0 0 13 Internal gains: Occupants Qa 230 0 0 0 0 Appliances/ other 0 1 600 Subtotal ( lines 6 to 13) 2141 2278 30 623 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2141 2278 30 623 15 Duct loads 23% 39% 500 888 23% 39% 7 243 Total room load 2642 3165 37 866 Air required (cfm) 121 123 2 34 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsOft' Right -Suite® Universal 2017 17.0.23 RSU23828 2017- Dec-23 O Pagel osaCGRW\ Lot39KensingtonReserveSantaRosaCGRW.rup Calc = MJ8 House faces: W g Duct System Summary Job: LoMll(ensingtonResem.. wrightsoft® y y Date: 3/31/2015 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 dt' l6formationq, r For: Ryan Homes 3658 CRAWLEY DOWN LOOP, SANFORD, FL32773 External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.40 in H2O 0.06 in H2O 0.34 in H 20 0.170 / 0.170 in H2O 0.243 in/100ft 1283 cfm Cooling 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H 20 0.243 in/100ft 1283 cfm 140 ft r Supply. Branch DetaiLT ible s 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 Bdrm 2 c 2316 72 90 0.400 6.0 Ox0 VIFx 15.0 70.0 Bdrm 3 c 1807 51 70 0.377 6.0 Ox0 VIFx 20.1 70.0 Bthrm 2 h 311 14 13 0.451 4.0 Ox0 VIFX 5.4 70.0 DIN/KIT/MOR h 3169 146 123 0.243 8.0 Ox0 VIFx 47.9 92.0 sti DIN/KIT/MOR-A h 3169 146 123 0.271 7.0 Ox0 VIFx 33.3 92.0 SO DIN/KIT/MOR-B h 3169 146 123 0.266 7.0 Ox0 VIFx 35.9 92.0 st1 Dining c 4321 163 168 0.282 7.0 Ox0 VIFx 28.6 92.0 SO Great h 5026 231 166 0.255 9.0 Ox0 VIFx 41.2 92.0 SO Laundry c 866 2 34 0.441 4.0 Ox0 VIFX 7.2 70.0 Loft c 3165 121 123 0.358 6.0 Ox0 VIFx 25.0 70.0 Mstr Bdrm c 3727 100 145 0.362 8.0 Ox 0 VIFX 23.8 70.0 Mstr Bthrm c 1388 35 54 0.419 5.0 Ox 0 VIFX 11.1 70.0 Mstr WC c 36 1 1 0.420 4.0 Ox 0 VIFx 11.0 70.0 Mstr WIC h 1212 56 47 0.452 4.0 Ox 0 VIFx 5.2 70.0 Powder c 6 0 0 0.282 4.0 Ox 0 VIFX 28.7 92.0 st1 Supply Trunk Detail Table.,' Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk st1 Peak AVF 831 704 0.243 595 16.0 0 x 0 VinlFlx wrightsoft® Right -Suite® Universal 2017 17.0.23 RSU23828 A Ck...osaCGRW\Lot39KensingtonReserveSantaRosaCGRW.rup Calc - MJ8 House faces: W 2017-Dec-23 09:33:14 Page 1 Branch.,Detail T`47ryReturn' able _ xr .. 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 1283 1283 0 0 0 0 Ox 0 VIFx r wrightsoft® Right -Suite® Universal 2017 17.0.23 RSU23828 C&... osaCGRW\Lot39Kensington ReserveSantaRosaCGRW.rup Calc = MIA House faces: W 2017- Dec-23 09:33:14 Page 2 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 P405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page, indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). Energy Performance Level (EPL) Display Card (one page) 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 v6.0 12/23/2017 9:45:08 AM Page 1 of 1 Z a C+ c+ O O Q i ro O s o M 17 110 Q \ ON c n-65y n QQz c+-0:3bd MO ROOM Y-e 125 12x12 Iwcd Bin I-1 LI u i n n LANAI I I e••4' a.a n I II I I I I n Il I I I 7'kitchen vent t0 Walt cap j IF- I II D II I Rff(IEiHV i I I Y-4'A4 IL- T2S wcd I 1I1: 12x6 I lwcd 7' i i 125 7, I II T' 7 12x6 lwcd 170 GRYEA4TROM 165 33 9' 14x8 lwcd p I I 2-CAR GARAGE I Ya• a.a II 26-W 26-W I I W-W uo. II I I I PORCH I r - II Y. a!s I I I I I 9E_------- ENIBY 1614V x 114V 0MV Transfer ducts/grilles sized In compliance with Florida Residential Building Code - M1602,4 Balanced Return Air, exceptions 1-3. Builder must provide unrestricted 1 Inch undercut on doors to habitable rooms. a] t 7 J J Z J 3 A U J t PQ X lJ > 1.t Pa (lJ 3.5 TON W/8KW 2240V 1PH 18x13 plen 24x14 rad platform by bldr scale 1/8'=1'0' PQ Z U a 3 d 0 U M 0 O N d O L L L d O 4- 4--' o\:3 M +' 3 Z LLQ a-W CLA rcx•'so 10x6 lwcd 45 r 6' u 10x6 lwcd 90 20x6 B»BOONS2 3' bath duct to roof cap 4' dryer duct W / f an to roof cap w/drer vent box N u t o n e 6 9 6 R N B To EGPM wog 55 OWNSIi'3 SU11B Builder will need to provide a/c duct chase 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. 18x18 rag 14x8 lwcd lux18 rag 3048 rag 6 wall rag 10x6 lwcd 6' L 10x6 Iwcd 125 $ Rating Z- v s 0 0 v O 0 S N m z O_ lJ LU M R i LLI LIJ LLJ ry Ln Ln z O o d z cu 4 zML1 d M L1J Q!V)M MLL- z O V) M w z z o w 1 O Q 0_ m EL J () C) C) Marl RFCpRp COPY io414 IJ I JAW' e Q a Ove. s+-o 04 f'" 134 18_ 032 IOv K f DESCRIPTION AS FURNISHED: Lot 39, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. RECORD COPY PLOT PLAN FOR / CERTIFIED TO: Ryan Homes/NVR .-Inc. LOT 32 i LOT 31 LOT 33 i 1 I S 00°19'09" E i y19 60. 00' - - - 1. 8P ($ -10 3 Z ZONEN, LATE 46-- 37.13' 37.13' LOT 39 Ok to construct single family home with setbacks and impervious area shown on plan. 3lo. rAp. sehA 9(1Sa CTR 10.00' LANAI LOT 38 W 21 3' 10.00" r4q LOT 40 o O O O h LOko PROPOSED MODEL (3) ti CO SANTA ROSA — C CO 2 CAR GARAGE RIGHT A/C W\MORNING RM. W/LANAI 10.00' 16.7 ENTRY 12.0' o N 21.3' 10.00' 16' DRIVE WALK 25.87' 25.87' I174.95 10' UTILITY ESMT. I V65P.C. + I CONC WALK S 00019'09" E (s.a.) 5 60.00' R CRAWLEY DOWN LOOP - - - - - - - - -- - - -_ 50' PRIVATE R/W) PROPOSED = FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY FRONTv JGIDHL J: HJ FVRIVIJ TLU FRONT = 25' PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS PEAR' = 20' PROPOSED DRAINAGE FLOW (GFO IMPERVIOUS COVERAGE = 2,524.39t SQUARE FEET OR 36.597 SIDE = 5' FOR 40' LOTS LOT GRADING TYPE A y 5Q05 LOT CONTAINS 6,900.0- SQUARE FEET SIDE = 7.5' FOR 60' LOTS PROPOSED FINISH FLOOR PER PLANS = 28.2" , LIVING AREA CONTAINS 1,713.8t SQUARE FEET SIDE = 10' FOR 75' LOTS CONC/LANAI/PORCH CONTAINS 810.59t SQUARE FEET SIDE STREET = 25' CRUSSIV_AI.EIY.ETR—SCOTT & ASSOC, LNC, — SURVEYORSLAND LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDo, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P = PLAT P.OL + POINT ON LINE F = FIELD TYP. + TYPICAL NOTES: LP. = IRON PIPE PRX = POINT OF REVERSE CURVATURE LR. •IRON ROD P.C.C. • POINT OF COMPOUND CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF C.M. = CONCRETE KINUMENT RAD. = RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER SJ-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STAKES SET I.R. = 1/2, I.R. w/MLB 4596 N.R. NUN -RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VAUD. REC. RECOVERED V.P. = WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS P.O.B. = POINT OF BEGINNING CALC. CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. PA.C. POINT OF COMMENCEMENT PRA + PERMANENT REFERENCE MONUMENT 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. R =CENTERLINE F.F. = FINISHED FLOOR ELEVATION NRD . NAIL L DISK B.Sl_ .• BUILDING SETBACK LINE 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFLED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. R/W RIGHT-OF-WAY BA. + BENCHMARK 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. ESMT: = EASEMENT B.B. BASE BEARING 7. BE RINCS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) DRAIN. - DRAINAGE B. ELEVATIONS" IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929.. UNLESS OTHERWISE NOTED. UTIL. = UTILITY CL.FC. CHAIN LINK FENCE 9. CERTIFICATE OF AUTHORIZATION No. 4596. WD.FC. + VOOD FENCE C/B = CONCRETE BLOCK SCALE F-- 1. = 20' DRAWN BY: P.C. POINT OF CURVATURE P.T. POINT OF TANGENCY DESC. DESCRIPTION CERTIFIED BY' LUTE 'ORD N°. R RADIUS PLOT PLAN 12-12-17 5615-17 L = ARC LENGTH D • DELTA C = CHORD C.B. CHORD BEARING NORTH THIS BUILDING/PROPERTY DOES NOT LIE WITHIN --- --- - 70 X. RUSENMEY R.L.S" 4714THEESTABLISHED100YEARFLOODPLANEASPER 'FIRM" JAM SC01T, .S J/ 4801 ZONE X" MAP 112117CO09OF (09-28-07) PE 110A. b P TIOI J 4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 N PH: 772-409-1010 FX:772-409-1015 www.AlTruss.com O CC) a--' MUSS ENG r, . E kA4 BUILDER: RYAN HOMES PROJECT: KENSINGTON RESERVE COUNTY: SEMINOLE LOT/BLK/MODEL: LOT:39 / MODEL:SANTA ROSA / ELEV:C / GAR R JOB#: 70591 MASTER#: WRCSRCLM OPTIONS: LANAI MORNING ROOM RE: Job WRSRCLM r design values are in accordance with ANSI/TPI 1-2007 section 6.3 truss designs rely on lumber values established by others. A-1 Roof Trusses 4451 St Lucie Blvd Fort Pierce, FL 34946 Site Information: Customer Info: RYAN HOMES Project Name: Lot/Block: Model: SANTA ROSA "C" Address: Subdivision: City: County: VARIES State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 150 MPH Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes -84 individual, dated Truss Design Drawings and 16 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 1 A0181373 A01G 12/7117 13 A0181385 FG1 1217/17 25 A0181397 FL12 12/7/17 2 A0181374 A02 12/7/17 14 A0181386 FG2 1217/17 26 A0181398 FL13 1217/17 3 A0181375 A03 12/7117 15 A0181387 FG3 1217/17 27 A0181399 FL15G 1217/17 4 A0181376 A04 1217/17 16 A0181388 FL01GE 1217/17 28 A0181400 FL16 12/7/17 5 A0181377 A05 12/7/17 17 A0181389 FL02 1217/17 29 A0181401 FL17 1217117 6 A0181378 A06 12/7/17 18 A0181390 FL03 12/7117 30 A0181402 FL19 1217117 7 A0181379 CA 12/7/17 19 A0181391 FL05 1217/17 31 A0181403 FL20 1217117 8 A0181380 CAA 12/7117 20 A0181392 FL06G 12/7/17 32 A0181404 FL21GE 1217/17 9 A0181381 CAL 12/7/17 21 A0181393 FL07G 1217/17 33 A0181405 FL24 1217/17 10 A0181382 CJ3 1217117 22 A0181394 FL08 1217117 1 34 A0181406 G03G 12/7/17 11 A0181383 CJ3L 12/7/17 23 A0181395 FL09G 1217/17 35 A0181407 H03 1217/17 12 1 A0181384 CJ5 12/7/17 24 A0181396 FL11GE 1217117 36 A0181408 H04G d d b A 1 R f T 1217117 sesThetrussdrawings) referenced have been prepared by MiTek Industries, Inc. under my direct supervisio 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, perANSIrrPI-1 Sec. 2. The Truss Design Drawing(s)(MD[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 [At Roof Trusses or specific location]. These TDDs (also referred to at times as 'Structural Engineering Documents) are specialty structural component designs and may be part of the project's deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty Engineer), the seal here and on the TDD represents an acceptance of professional Anthony T. T engineering responsibility for the design of the single Truss depicted on the TDD only The Building Designer is responsible for and shall coordinate and review the TDDs for compatibility with their written engineering requirements. Please review all TDDs and all related. notes. n based on the parameters prove e y - oo rus 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. A#=TRUSSES AFLORIDA CORPORATION RE: Job WRSRCLM No. Seal # Truss Name Date 37 A0181409 HJ3 12/7/17 38 A0181410 HJ5L 12/7/17 39 A0181411 HJ7 12/7/17 40 A0181412 J3 12/7/17 41 A0181413 J5 12/7/17 42 A0181414 J5A 12/7/17 43 A0181415 J5GE 12f7/17 44 A0181416 J5L 12/7/17 45 A0181417 J6A 12/7/17 46 A0181418 J7 1217/17 47 A0181419 M05G 1217117 48 A0181420 M06 12R117 49 A0181421 M07 12/7/17 50 A0181422 M08 12/7117 51 STDL01 STD. DETAIL 12/7/17 52 STDL02 STD. DETAIL 1217/17 53 STDL03 STD. DETAIL 1217/17 54 STDL04 STD. DETAIL 12/7117 55 STDL05 STD. DETAIL 1217/17 56 STDL06 STD. DETAIL 12/7/17 57 STDL07 STD. DETAIL 1217/17 58 STDL08 STD. DETAIL 12RI17 59 STDL09 STD. DETAIL 1217/17 60 STDL10 STD. DETAIL 1217117 61 STDL11 STD. DETAIL 1217117 62 STDL12 STD. DETAIL 1217/17 63 STDL13 STD. DETAIL 1217/17 64 STDL14 STD. DETAIL 1217/17 STDL15 I STD. DETAIL 12/7/17165661STDL16ISTD. DETAIL 12/7/17 Page 2 of 2 Job Truss ype Qb PIY RYAN HOMES / SANTA ROSA A0181373 WRSRCLM A01G 7HIPIRDER 2 Job Reference (optional) Root I russes, Von Fierce, 1,L 34tl4b, aeslgnLa-nruss.com . ,•..• ,< < •• •.. ... -- ---...--- --.. _ _ . ID:fXMofrMaVb?Z7FFUeY3_Ndzeg Njo 1 vmrwi5B4FoajEcoJptOdxXsa Efd9XwD416FryB6BA 1-0- 7-0-0 13 6-14 20-0-0 26-5-2 33-0-0 40-0-0 1-0 0- 7-0-0 6-6-14 6-5-2 6-5-2 6 6-14 7-0-0 -0- 3x8 = Dead Load Dell. = 7/16 in I 35 36 10 37 15 38 39 40 " 41 42 13 43 44 45 46 .. 5x6 - 2x4 11 5x10 MT20HS= 2x4 11 4x8 = 2x4 11 5x6 = 5x10 MT20HE= 4x8 = 7-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.41 14 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(CT) 0.81 14 590 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.80 Horz(CT) 0.12 9 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.50 14 960 240 Weight: 443 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 2 = 3377/0-3-8 (min. 0-1-8) 9 = 3377/0-3-8 (min. 0-1-8) Max Horz 2 = 59(LC 8) Max Uplift 2 = 1211(LC 4) 9 = 1211(LC 5) Max Grav 2 = 3377(LC 1) 9 = 3377(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7213/2612, 3-24=-10274/3791, 24-25=-10274/3791,25-26=-10274/3791, 4-26=-10274/3791, 4-27=-10274/3791, 27-28=-10274/3791,5-28=-10274/3791, 5-6=-10274/3791, 6-29=-10272/3790, 29-30=-10272/3790, 30-31=-10272/3790, 7-31=-10272/3790, 7-32=-10272/3790, 32-33=-10272/3790, 33-34=-10272/3790, 8-34=-10272/3790,8-9=-7212/2611 BOT CHORD 2-17=-2318/6562, 17-35=-2314/6576, 35-36=-2314/6576, 36-37=-2314/6576, 16-37=-2314/6576, 16-38=-4083/11423, 15-38=-4083/11423, 15-39=-4083/11423, 39-40=4083/11423, 1440=4083/11423, 14-41=-4083/11423, 41-42=4083/11423, 13-42=-4083/11423,13-43=-4083/11423, 12-43=-4083/11423,12-44=-2321/6575, efA .. 0 2 BOT CHORD 2- 17=-2318/6562, 17-35=-2314/6576, 35- 36=-2314/6576, 36-37=-2314/6576, 16- 37=-2314/6576, 16-38=-4083/11423, 15- 38=-4083/11423, 15-39=-4083/11423, 39- 40=-4083/11423, 14-40=-4083/11423, 14- 41=-4083/11423, 41-42=-4083/11423, 13- 42=-4083/11423, 13-43=4083/11423, 12- 43=-4083/11423, 12-44=-2321/6575, 4445=- 2321/6575, 45-46=-2321/6575, 1146=- 2321/6575, 9-11=-2325/6561 WEBS 3- 17=0/496, 3-16=-1513/4187, 4- 16=-857/603,6-16=-1310/458, 6- 14=01556, 6-12=-1312/460, 7- 12=-856/602, 8-12=-1 511/4186, 8- 11=0/496 NOTES- ( 12) 1) 2-ply truss to be connected together with 1 Od 0. 131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) 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=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1211 lb uplift at joint 2 and 1211 lb uplift at joint 9. 11) 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 15-0-12, 123 lb down and 143 lb up at 17-0-12, 123 lb down and 143 lb up at 19-0-12, 123 lb down and 143 lb up at 20-11-4, 123 lb down and 143 lb up at 22-11-4, 123 lb down and 143 lb up at 24-114, 123 lb down and 143 lb up at 26-11-4, 123 lb down and 143 lb up at 28-11-4, and 123 lb down and 143 lb up at 30-114, and 240 lb down and 269 lb up at 33-0-0 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 11-0-12, 88 lb down at 13-0-12, 88 lb down at 15-0-12, 88 lb down at 17-0-12, 88 lb down at 19- 0-12, 88 lb down at 20-114, 88 lb down at 22- 11-4, 88 lb down at 24-11-4, 88 lb down at 26- 11-4, 88 lb down at 28-11-4, and 88 lb down at 30- 11-4, and 365 lb down and 119 lb up at 32-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-8=-60, 8-10=-60, 18-21=-20 Concentrated Loads (lb) V„ Meniq Fags lWaAhrn -n Algo`ilme5,'SE EN sE[3kEtuna .amnlS'af On't4T'rjiEEF'.dE[an:fr Ma. gerapWip garc++s vt «rd tis[rees&nyartr:}`la2; mlMrdwgl.Irate la,Es. 4l eq-r ixnlehr Edendsa.is s dd Ik IG-0,Mg wr, e mva gnus §dlk d xn but ,dd as,irns Wsw Evp 1_.pn Eyar m aao a q Msm gna dapm +ed eye gre,p na Htrydmsud r fgeaam xtaa Ig ue inr rxa m .pa ,aaeag sdearE:a Anthony T. ToEnbo III, P.E. m, dM- ,t"m,a. re a. gee:l#Imdnlgr.e:,M6rmr a rd,gMe a v"x ga..a."ne deddnencnrlxedlaam:ungveeedrriLts«sgpnridnrmamsenrau mr,ss:naeyrenq l Ami.mv.eek vgswrm ywsisrtrd = 80083 Wb" UvF.W(Wv kft n E M 0 W lot ed t& rases ed pitli.s d l ki"r uemldaad usr,PWAda IF, wM vra d dtx pads rn l aresne lr MAlde„dwms 0 w 1,,., ,.445t St. Lucie Blvd. en" onev thv:Mr.syrweN.srlrven,edg m arvhd.t:r,s&s:eEgaeHlsvaneEewyaevigem t-.raea.Eq ad ,e,.uq.vll.gwea asweasanednmr Fort Pierce, FL 34046 npyright' D 20164 11131 Trassn- Arthoay L Tomb. ill, P.E. Wradudian of this dor m itt. id any hw is prohi6nzd rritgoat:aa wrinzn po-rmissiea Erna AT Rol Times- Aathoay 1. l.b. ill; P.E. Job Truss Truss Type aty Ply RYAN HOMES / SANTA ROSA A0181373 WRSRCLM A01G HIP GIRDER 2 2 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 8.120 s Nov 12 2017 MiTek Industries, Inc- Fn Dec 8 01:42:21 2011 Page 2 I D:fXMofrMaVb?Z7FFUeY3_NdzegNjo 1 vmrwi5B4FoajEcoJptOdxXsaEfd9XwD416FryB6BA LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-193(B) 5=-123(B) 8=-193(B) 17=-365(B) 1 1=-365(B) 24=-123(B) 25=-123(B) 26=-123(B) 27=-1 23(B) 28=-1 23(B) 29=-1 23(B) 30=-1 23(B) 31=-123(B) 32=-123(B) 33=-123(B) 34=-123(B) 35=-70(B)36=-70(B) 37=-70(B) 38=-70(B) 39=-70(B) 40=-70(B) 41 =-70(B) 42=-70(B) 43=-70(B) 44=-70(B) 45=-70(B)46=-70(B) If"41w. e. rem.the's IIQ'.'16cES FWSd:]k6111cR(OS?CMi7UfcY'j:(¢i;Y ECiY',kl'Ms. lttdCingr Ca mansMred rat n!tit inssksiy ksey!fCC; ad qr adirq l.InkL'-t_tel mh fkrkkex. kkcs eUmaiu stM enMl7.xq fbheaexw dsstidlk.mifek'CCNkrd:l4.Trn.Dew Eq—i- 5'.* hpk. feed r.,et r'q—ifi mr dae pae;swde M:grnn.:mti r te xsyeda ta}er yman MIDcil..en ml. r:aip .p e-. ip.tgeur uaiwiq Anthony T. Tombo 111, P.E. ri+ud R rnsteq MMaa M1e yxtizMrd6 Cwn Ax Cr.n adkmn m bMbgO-:.an,uie uden dti C.,Ik.IM WLu bil aa:ItdeN l@1 Ike yp ddlx iPl.rigfxN dtle i ss,-rdHnl keday. Irt pasNl etlweuk ,sid kYe ,Ne pdiryd V.Wfiq•sipeerek(W.,1x11e.Ms wMils:iDC.dSpaeimm/prdmndlkk'ICgG setSdeMHeuer'IXSPpl6tkekIMMSCAeerAnecelbpzedpN.e iPkledmesdensq.srYlmnWt.Iiesdlkla„krrree;.ressk.p.tsgaermilnscP.md.;ererpkn 8Lf 3 Ilca'rt. ofiadM... W.-9.M !mm kW greet jer ken. le T W, kem Eq—i, TAn&.Ma9 ksllme a1rn,S—hp-dm k.Nal. MI 'Notre., ee n defi.Na T."I 4451 $t. LUdcie Blvd. Fort Pierce, FL 34946 CopyrigMl lgl6 A -I Rawl krtxl-AmRoay CTamho;ll, P.E. Rea.aduniaa al thisdocdment iq eny form, prohlited eithoul:ha nilren pnmissiaa from 4-I RaalTrosstt-,tnihooy i.lamho 9l; P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SANTA ROSA A0181374 WRSRCLM A02 Hip 2 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:03 2017 Page 1 I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-dC?0_JL1 H iTIQb8zg3onspiePgEMgQ 154_TECmyBJeA 1-0 4-7-12 9-0-0 16-3-12 23-8-4 31-0-0 35 4 4 40-0-0 1-0 0- 4-7-12 4 4-4 7-3-12 7-4-8 7-3-12 4 4 4 4-7-12 0 5x6 = 5.00 F12 3x4 = 4x6 = 3x4 = G 7 A 5x6 = 9 Dead Load Defl. = 7/16 in 18 17 16 15 14 5x8 II 3x8 5x6 WB= 3x4 = 5x6 WB= 3x8 = 5x8 11 Plate Offsets (X Y)— 12:0-4-3 Edge] 15:0-3-00-2-4J I7:0-3-0 Edge) 19:U-3-U U-z a1 11 Z:U-4-3 tdgel LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.33 16 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.79 14-16 611 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.47 Horz(CT) 0.18 12 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Wind(LL) 0.41 16 999 240 Weight: 197 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30'Except' T2, T3: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-8-3 oc bracing. WEBS 1 Row at midpt 6-18, 8-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 2 = 1660/0-3-8 (min.0-1-15) 12 = 1660/0-3-8 (min.0-1-15) Max Horz 2 = 74(LC 12) Max Uplift 2 = 498(LC 8) 12 = 498(LC 9) Max Grav 2 = 1660(LC 1) 12 = 1660(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-911/372, 3-4=-3120/2142, 4- 5=-3007/2013, 5-6=-2781/1948, 6- 7=-3892/2625, 7-8=-3892/2625, 8- 9=-2781/1948, 9-10=-3007/2013, 10- 11=-3120/2142, 11-12=-911/372 BOTCHORD 2- 18=-1808/2789, 17-18=-2354/3787, 16- 17=-2354/3787, 15-16=-2356/3787, 14- 15=-2356/3787, 12-14=-1818/2789 WEBS 5- 18=-3911766, 6-18=-1245/838, WEBS 5- 18=-3911766,6-18=-1245/838, 6- 16=0/307, 8-16=0/307, 8-14=-1245/838, 9- 14=-391 r766 NOTES- ( 8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 498 lb uplift at joint 2 and 498 lb uplift at joint 12. 8) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard tent'- FleeelWewlM min tde'L1109i7gSCES; 3ii1:P"ysfl931 If1Y56(9. UIL.AS(US':OYitDFr'jlECE;SiEAWFkrbre. lnfi bsip pt Mn wi red whsw slmsdfipdcrig(fa,'; wiMlsYq l.Ewb lG,t..lde:m's Sieerleha re. GektsdMaiu aMrlk lSa, xp 1klebswadee pets skVkwdiorflt'OChk,dd. ese!ms&sg [Se(i.e, alS Espw Rlk s wwf RBsspeudsaxgtataes psk:sind gswro}r:;yewdddo..le ae ksipolkwjslm:igbelwtle!wp. aierlfl F. IYk;pe nsgNes.Ydq wslxlws. mloiq Anthony T. TombO[II, P.E. edWedsk msb,q hitly sMuspsi'xin!dtk awn,0..n dwi:d epauYe Wfiq Bnige,kYe a dos Yt, ne lYWfk kd bdNy n6wl t lse ep wddSewwwEAex.:eade 7:ns: uderykwliq,ske¢. udd we.whw:y sidlkYertspniiiigd =80083 M luxgkiW me (xk an. sAwhs se,a:xtaRedae MkrtesMC e4sdtteMdlg GalwW Sden Nxeeuw;xSflldA:salkR'WSiU reiav dks aVie. FhliKiwsMrtsrwsAdw,dkae:arts.:; k>re,,imss 0,4e Eqwmed mssamk;bra." W 44515t. Lucie Blvd. nn. iseedadkeimtlgdpYnagldpmnaw!edtkrwsska[gaeafsBlaelauarksipm,wvs s!daFepvdsgwalxr.sngnded:mxsmwaakdon!. Fort Pierce, FL 34946 oppigh191Q16AIRootLuses Avhoryf. hobo 111, P.E. ReclWaniaa of this dommem, in any form, is psohi iled wafioulth. rHnen pwmissm tima.Al hat Times- Anthony, 1. hiabo ill; P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SANTA ROSA WRSRCLM A03 Hip 2 1 A0181375 Al D--f T..,rre Job Reference (optional) y• • ..., ,. ems, ,rur 14 <U 11 runt. o. 14v s Ivov i z zu if mi I ex mausines, Inc. I nu Uec 7 1b24:04 2017 Pagel ID:fXMofrMa Vb?Z7FFUeY3_NdzegNj-50ZOBfMf2?bc2ljAEnJ000Eu IEYQPnZFJeCokCyBJe91-0 5-7-15 11-0-0 16 6-2 23-5-14 29-0-0 34-1 40-0-0 1-00- 5-7-15 5-4-2 5-6-2 6-11-11 5-6-2 5 4-2 5 7-14 0 5x8 II Dead Load Defl. = 5/16 in 5x6 = 3x4 = 4x6 = 3x4 = 5x6 = Io 14 3x8 = 4x6 = 3x4 = 4x6 = 3x8 = 5z8 11 1 20-0-0 1 29-0-0 1 40-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIPTCLL20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.28 16-18 999 360 MT20 244/190TCDL10.0 Lumber DOL 1.25 BC 0.92 Vert(CT) 0.58 16-18 823 240 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.17 12 n/a n/a BCDL 10.0 Code FBC2017fTPI2014 Matrix -MS Wind(LL) 0.35 16-18 999 240 Weight: 200 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 *Except` T2,T3: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 `Except' B2: 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1660/0-3-8 (min. 0-1-15) 12 = 1660/0-3-8 (min. 0-1-15) Max Horz 2 = 89(LC 13) Max Uplift 2 = 473(LC 8) 12 = 473(LC 9) Max Grav 2 = 1660(LC 1) 12 = 1660(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1275/275, 3-4=-3143/2204, 4-5=-2866/1955, 5-6=-2625/1897, 6-7=-3214/2271, 7-8=-3214/2271, 8-9=-2625/1897, 9-10=-2866/1955, 10-11=-3143/2204, 11-12=-1275/275 BOTCHORD 2-18=-1861/2825, 17-18=-1913/3150, 16-17=-1913/3150,15-16=-1914/3150, 14-15=-1914/3150,12-14=-1868/2825 WEBS 4-18=-258/401, 5-18=-413/762, 6-18=-812/543, 8-14=-812/543, WEBS 4-18=-258/401, 5-18=-413/762, 6-18=-812/543, 8-14=-812/543, 9-14=413/762, 10-14=-258/401 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 473 lb uplift at joint 2 and 473 lb uplift at joint 12. 8) WARNING - Please thoroughly review the 'A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS & CONDITIONS CUSTOMER (-BUYER") ACKNOWLEDGEMENT' form. LOAD CASE(S) Standard Neniy-Nen> Mnrq{Ir r,," tu'LI WET rMS:5!SF:i:%SEI3AI IEWs i L3 NDLIS [BroN! W _r'1[K1CCIDWENr Ms. IrtBlkriy pnaane n/ rW Wn u Wt lost Cefiy msry;IP')jd W tellry' I. fnk m. t i. kicmt Skettehre nt Etkn kMrise WN r de ICA. WfftiisisaMtdoerskBkeWkW'CL'pkeaq. Bnirr:s Brae FglrN. . N•'WlFtdme:. nesWmmriW rgnsWsmtreenNeanepm;suW nSsmyrnp;dWrlm ne ksydlx sole lse<rgiddmnrleenhw tA-1 lasrgtm qom•, kesq aAwcsakiEaZt Anthony T. Tomb80083 llI, P.E. resetsaWr lBCeNne N.CxrsWlfieMt dnekB/i(tvWSatsNmwM N{WkflydSGAWFm_iPit 1lFltNon n<n shun WWvsalEb -8008. Des e ms Mry.Wilms NaAsMxWens 4451 St. Lucie Blvd. iq see,a sca da.k:uq. S/gWeNm:;mniceti.mt. (. ppihht91Q16AITaal Grsses AnthonyrAombolA,f.E. Atptodocti—I this dommem,in.ny form, is prohilisaBh. d Nunhe mifkn peroisslenhom A I luf L.sses- Amhony 1. Tomb. Ill,p.E. Fort Pierce, FL 34946 Job Truss Truss Type Oty Ply RYAN HOMES / SANTA ROSA A0181376 WRSRCLM A04 Hip 2 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:05 2017 Page 1 I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-Za7nP?N HoJjTfvlMnUrGxEn1 Idxp8KMOYlyLGeyBJe8 1-0-0 6 6-1 13-0-0 20-0-0 27-0-0 33-5-15 40-0-0 — 1 0- 6 6-1 6-6-0 7-0-0 7-0-0 6-5_15 6-6-1 i-0 0 5x6 = 1.5x4 11 5x6 = Dead Load Deft. = 5116 in 14 - - -- - 3x4 = 4x6 = 3x8 — 4x6 = 3x4 = Sx8 II Sx8 11 10-6-9 19-5-7 9-5-6 10-6-9 Plate Offsets (X Y)— 2:04-3 Edge] 15:0-3-00-2-4] [7:0-3-0 0-2-41 f10:04-3 Edge] LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.33 14-16 999 360 MT20 244/190 TCDL 10.0 Lumber IDOL 1.25 BC 0.72 Vert(CT) 0.62 14-16 771 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.48 Horz(CT) 0.15 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.32 14-16 999 240 Weight: 197 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 `Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-2-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 2 = 1660/0-3-8 (min. 0-1-15) 10 = 1660/0-3-8 (min. 0-1-15) Max Horz 2 = 104(LC 13) Max Uplift 2 = 447(LC 8) 10 = 447(LC 9) Max Grav 2 = 1660(LC 1) 10 = 1660(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-1194/349, 3-4=-3158/2227, 4- 5=-2871/1996, 5-6=-2835/2100, 6- 7=-2835/2100,7-8=-2871/1996, 8- 9=-3158/2227,9-10=-1194/349 BOT CHORD 2- 16=-1881/2840, 16-25=-142212433, 25- 26=-142212433,15-26=-1422/2433, 14- 15=-1422/2433,13-14=-142312433, 13- 27=-142312433, 27-28=-142312433, 12-28=-142312433, 10-12=-1887/2840 WEBS 4-16=-332/488, 5-16=-173/ 471, 5-14=-304/662, 6-14=-469/462, WEBS 4-16=-332/488, 5-16=-173/ 471, 5-14=-304/662, 6-14=-469/462, 7-14=-304/662,7-12=-173/471, 8-12=-332/488 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3- second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DO .= 1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0- 0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 447 lb uplift at joint 2 and 447 lb uplift at joint 10. 8) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER-) ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard W.iq- Fr_ rreglhaaeer' bl Inof Wsi' iN* uEe"RBAt30561301INSCUSTOM ,'t6r.:r,umw:muEw be.lee&6,sip lwmern+wrwde+r ss I—hiip WnyfO:; wr" 1. Imh lLL r. taeew, Skxkre M. ears d aise etas. r too, .1, i6T+—hr*ksek/kmei.r1 D1rkt9a_AsksiparTyler IgmiuriOduM.egwINI. ' AnthonyT. Tomtw 111, P.E. wwa tnsk.ntUSgtsrnpmbp rn, ,mu.ed:,e.aeq.e.nwuywpw, aawanaMnceaew .mysrwmt. kgp.,aaa mw.reu seer +:.a:.tk. wm,•:m...wa.wwiwk+eywwaa 80083 rBillyD•ip.mi[eeke aunt"mwnr1OUwrpe.Wpiih 9rpd5q(gtradSAeId—WKSOpUskehTfiwSICA— eM i1.1-4SmweInle6aesaeayeeea lmnwr.riesarTses,aeupw,'te+sks*bge W1-N.w+n,des, 4451 St. Lucie Blvd. ernne Fort Pierce, FL 34946 eaeege;emmepwepe&xteAghdtken nwkee. Eklrs. sOa'wn Egtwars Lrrtrs'niqAeflpn,.Leu S}fis hpaxamk.IlµSH ardeN 4ea..e rs Nrel ie'lII, Copyright 02014 A I Roalfirsses. AmhonyL Tamho Ill, P.F. Reasodominn of this dommem, inany form, is plohibitzd without The wrinen permissim, from Ad Roof Tosses- Arthooy L Tombe III, H. Job Truss Truss Type Ply RYAN HOMES / SANTA ROSA WRSRCLM A05 Hip Qty 2 1 A0181377 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:06 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-1 nh9cLOvZdrKH3tYLCMVTRKDTI H4sl7Ymyhvo4yBJe7 1-0-p 8-0-2 15-M 20-0-0 25-0-0 31-11-14 40-0-0 41-0 p i-0-0 8-0-2 6-11-1 5-0-0 5-0-0 6-11-14 8-0-2 -0 5.00 F12 5x6 = 1.5x4 II 5x6 = Dead Load Deft. = 5/16 in 0 t6 3 0 Io 16 3x4 = 4x6 = 3x8 — 4x6 = 3x4 = 5x8 II Sx8 II 1_ 10-0-15 , 20-0-0 , 29-11-0 40-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.38 16-18 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(CT) 0.69 16-18 691 240 BCLL 0.0 ' Rep Stress Iner YES WB 0.58 Horz(CT) 0.15 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.28 16-18 999 240 Weight: 200 lb FT = 0 LUMBER - TOP CHORD 2x4 SP M 30 *Except* T3: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-2 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 = 1660/0-3-8 (min.0-1-15) 12 = 1660/0-3-8 (min.0-1-15) Max Horz 2 = 119(LC 13) Max Uplift 2 = 446(LC 12) 12 = 446(LC 13) Max Grav 2 = 1660(LC 1) 12 = 1660(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1136/325, 3-4=-3134/2195, 4-5=-2927/2130, 5-6=-2843/2150, 6-7=-2457/1891, 7-8=-2457/1891, 8-9=-2843/2150,9-10=-2927/2130, 10-11=-3134/2195,11-12=-1136/325 BOTCHORD 2-18=-1836/2811,18-27=-1305/2262, 17-27=-1305/2262, 17-28=-1305/2262, 16-28=-1305/2262, 16-29=-1306/2262, 15-29=-1306/2262, 15-30=-1306/2262, 14-30=-1306/2262, 12-14=-1841/2811 WEBS 4-18=-386/543, 6-18=-437/623, WEBS 4-18=-386/543, 6-18=-437/623, 6-16=-130/496, 7-16=-313/293, 8-16=-130/496, 8-14=-437/623, 10-14=-386/543 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.0psf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 446 lb uplift at joint 2 and 446 lb uplift at joint 12. 8) WARNING - Please thoroughly review the 'A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS & CONDITIONS CUSTOMER (-BUYER`) ACKNOWLEDGEMENT' form. LOAD CASE(S) Standard Mxray-Flm!tMeull.re.:rAe'LI109°,?gSi3 SiilY iE[311 I:IIlS6.J 6tlif6(Uf?OMS"4AICrjAYFCY;E@i1Lkr Ma. tadE de.;ip puain,ul«4 rau wxas lau OuipAcxy;t;Wae lrawr l.In41u;1.leMn,SMld.e ru. kkss Nnsiu r&elaae R-0.Wt IW?a1r m Ides ssa ktu/W ar iOdak edt ktln,: a:sae Egiu ie cM'ual Erpea'a sed.ur?bbrgmmf ml r xyr "-a ad:s; id., v;,n,:n - Anthony T. Tombo 111, P.E. d.udb sla ., 6i4w ,a, iapnizlnfd6 d..a,40.en Mrtc. gaex a•NNq dngee,'sae uaed dae Ma(Nlald slit' ntmiM 1. lk gpaa aae pamimq arad<ta,o igardy sqr ssklaa. uth .sia klk nspewia?a _ 80083mkltgasiter.d (.asmr. sa.:, u M • R1bC W kt poGaes nl peelan d tkkill4r Gp..s Slsp WrxMw;xSfi piFket M tR.litG ar rae,ad ar gaa *a.a. llFl idea ae aspa LLan W L%u a aeL3v ks ., .ins leip!.?—of lm Nafi:Mn WKI 4451 St. Lucie Blvd. u-,nfiedyrrow ww".a riaaydµt.I.M.lk?n;soa:g Fyaea:IClae Mniq oaipa..Ln;<, Fryme#n., w kr. AA rgnNd me: aralrAa smt. Fort Pierce, FL 34946 AnlhoayfAmboill, 101. Rtprudortioa of this dosumem, iaeny form, is prohiFited rithoulis.ritsen pemissioa ho..A-1 Roof tosses- Amboy R. 1e.bo!It: P.E. Job truss Truss Type Qt=PIYRYAN HOMES / SANTA ROSAA0181378 WRSRCLM A06 Hip 1eference OCitionall Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com RunNov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:06 2017 Page 8.120 s 1 ID: fXMofrMaVb?Z7FFUeY3_NdzegNj-1 nh9cLOvZdrKH3tYLCMVTRK9dl HvspOYmyhvo4yBJe7 1- O- 5-9-5 10-1-12 16-10-8 23-1-8 29-10_4 34-2-10 40-0-0 1-00 0 5- 9-5 4-4-0 6-8-126-8-12 5-9-5 -0- 5.00 F12 5X6 5x6 = Dead Load Defl. = 5/16 in 3x8 = 4x6 = 3x4 = 4x6 = 3x8 = 5x8 II Sx8 11 SRA LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20. 0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.37 15-17 999 360 MT20 244/190 TCDL 10. 0 Lumber DOL 1.25 BC 0.73 Vert(CT) 0.67 15-17 714 240 BCLL 0. 0 Rep Stress Incr YES WB 0.37 Horz(CT) 0.14 11 n/a n/a BCDL 10. 0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.30 15-17 999 240 Weight: 211 lb FT = 0% LUMBER - TOP CHORD 2x4 SP N0.2 *Except` T1: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0. Right 2x4 SP No.3 1-6-0 BRACING- TOPCHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-3-3 oc bracing. WEBS 1 Row at midpt 6-17, 7-13 FaZoorclancee k recommendsthatStabilizers and required bracing be installed during truss erectionin with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1660/0- 3-8 (min. 0-1-15) 11 = 1660/0- 3-8 (min.0-1-15) Max Horz 2 = 133(LC 13) Max Uplift 2 = 464(LC 12) 11 = 464(LC 13) Max Grav 2 = 1660(LC 1) 11 = 1660(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-1112/ 343, 3-4=-3121/2227, 4-5=-2947/ 2113, 5-6=-3007/2336, 6-7=-2219/ 1738, 7-8=-3007/2336, 8-9=-2947/ 2113, 9-10=-3121 /2227, 10-11=-1112/ 343 BOTCHORD 2-17=- 1876/ 2797,17-26=-1187/2132, 16-26=-1187/ 2132, 16-27=-1187/2132, 15-27=-1187/ 2132, 15-28=-1188/2132, 14-28=-1188/ 2132,14-29=-1188/2132, 13-29=-1188/ 2132, 11-13=-1884/2797 WEBS 5-17=- 423/ 548. 6-17=-727/880, WEBS 5-17=- 423/ 548, 6-17=-727/880, 6-15=47/ 344, 7-15=-47/344, 7-13=-727/ 880, 8-13=-423/548 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL= 5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6- 0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 464 lb uplift at joint 2 and 464 lb uplift at joint 11. 8) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard xgml-FMu km+ Rlt! mtlew Ge'A 116;i?Ms3,'ki;i'; if¢3AI I tY3 6.JRBItL75 fJS10YiiDi;1'j3IX6:1' (IKYErr Ne. Inillksiy ptn!MsW nrl ws ltis Ills Emp Ill"J .; M Ne tdlq' I, Twat M.l FEW— ikemwt re. EeRss d six Adel u 6e llA. M/ a tei n. rox kk"k,1k'WW&iaeukeda_tsetmsoevat wMlw; u,w IDs ramrm.K dmpa<:smdey.x q nprauA pr kv,.dsesep tom: peeia toAnil. Ktnml. tx a:r;i nagae;iwsy.wei.s swrden Anthony T. Tombo 111, P.E. W+udru l, nsfw ml Wignh,rymsuletdS, D.xw, e<dr.n Mkrcd grdeMMlli;M,keem4ddhe M..Iki{(dbadeeltigeek ntlA t. ik gpnddM 101viryfrzN dde Frss:kx6l d.ep, ssWarse kw:,sN:kMrzslwsuiRrd T80083 M 4.1br' sipr aE(Mabs Ipesksm MnrmlhC M'k pesarn MpaAkeidneMkq (reAeed Sdeh Nwvmim NSP phekeklp nd ilU ende db gnxd ptlme.lM1l:idknke resptrdiidksdMksd4luf. ksrle,Lns eoip'ena and lmu pn.k,Mrn.rdess 4451 St. Lucie Blvd. rak.vamMkeicenalrpedrypkvrmgh,dpgnindM. lklr,sOrs:algkennFldtkillkleesipe, I.srneehpaedmeadkr.;q,geded:ms:mrnEdmekmt. Fort Pierce, FL 34946 Copyright 1Ul64l Raolbesses 4clhoey i.lambolll, p.E. ReBmdnnim.1 this d-meet, inony farm, is prohiiiled xBhml the r6olin permission boo 4.1 Roof Llss!s-4eihooyU mbolll;p.E. Job Truss Truss Type SANTA ROSAWRSRCLMCJ1FatyRYANMES Comer Jack A0181379ceoptional) u,: aruc, Fu r ua u, uo Y11s&a iuuss.Wn Run: 8.lzu s Nov 1z zu1 t rrint: MZu s Nov 12 2011 MiTek Industries, Inc. Thu Dec 7 16:24:07 2017 Page 1 I D:fXMofrMa Vb?Z7FFUeY3_NdzegNj-VzEXpgPXKwzBvDSkvvtkOfsXwRoEbKPh?cRSLXyBJe6 1-0-0 0-11-11 1-0-0 0-11-11 3x6 II i 0-11-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 5 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MR Wind(LL) -0.00 5 999 240 Weight: 5 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 0-11-11 oc puriins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 150/0-3-8 (min. 0-1-8) 3 = 10/Mechanical 4 = 5/Mechanical Max Horz 5 = 38(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- (7) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 88 lb uplift at joint 5, 10 lb uplift at joint 3 and 5 lb uplift at joint 4. 7) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS & CONDITIONS CUSTOMER (-BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard rmg Nw prw¢h rtrpr tip'AIPo:('m,3 ("SF1Y.eE13At IttMf6JIiU1p lS tl5?uYi1U'Ffir[CK6:F@ibrYr Mp. rNodr ,¢ynp!pn Wmtm,nN, Trt h, 0-in'IP"WMk r(.fmklW; r.: 1,S p5.hWrp uk:,kknr. spiel rpe?[e,Wr itihi comb. rhps ssd kepiW}t'tCpk nld rs elrn, DerP Egwr .Pcrh rgkce;n: sedw jrgo rgrtirN, eeac:ermreieePm:,YW egmgra,sBe:tlik.hr lk N,apYYsppe?m Iggdane lOP eeh.uin ll4l I: k.iP gam Nary aWlert ,plvkh Anthony T. Tombo III, P.E. Wne#h ,nsMmP4lmi fk trasialq dM grm,h UreeiseAkm-aP,iu pe kil/ry aefion,pie wpadM MY(Wik 6doilbgnpWiM t. ik gpe•d#be fglW RfieN #Ik Gnt'sdNigkdaq.,heP, enW.M -kr' >MIEkh spnrdihd f 3 etlekiipOepPrWledMp. ttluq sa MrpelBCWpe rwlrts al pedsndpekdL((.gnei SdegHxreka tlSll Pag,kf Nt"dSKAnrdemNnPa pdme lM1leda,MrtspasBYtin Wkar,#peen. arler,'ms ga.iPrW lnu Yaep,Mp; wins `SOJ8, epe! rluMeeNN o (pbpty W ep 4 npr y dpae, p,#rN lae tn„ Ix!a Fgpm is hrpr rnp4j k,IPn, w bnt F:pe Fe(ma #m, arlly. N;e#IdeN pro. re e, IdW p 74I. 4451 $t. Lucie Blvd. Fort Pierce, FL 34946 epyrightD741hA -I Roof Upsses Apthopy iJpnhp Ill, P.F. Rea,dunian of thisdpcpmept, ippny frrm, is p,ohihitzd rrithrn?the r,menpemistia hnn A -I gaol Upssas- Apdopy 1. tanho ill: P.E. Job Truss Truss Type ntY PIY RYAN HOMES / SANTA ROSA A0181380 WRSRCLM CJ1A Comer Jack 4 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:08 2017 Page 1 I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-_9ov10PA5E52XN 1 xTcOzZsPjsr8dKnfrEGA?tzyBJe5 1-0-0 0-11-11 1-0-0 0-11-11 2x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 5 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Wind(LL) 0.00 5 999 240 Weight: 5 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 8/Mechanical 2 = 130/0-8-0 min. 0-1-8) 4 = 1/Mechanical Max Horz 2 = 35(LC 8) Max Uplift 3 = 4(LC 12) 2 = 71(LC 8) 4 = 1(LC 1) Max Grav 3 = 8(LC 22) 2 = 130(LC 1) 4 = 13(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 3, 71 lb uplift at joint 2 and 1 lb uplift at joint 4. 7) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard mnewr Flm?iWtdi.retkr l:u'3IIO;i idst3 5'.;3"„Er33s It.W56:7kbIMlSiUtii0YiT6ir;3([F;e[eiI1FkP Ma. inetb ryt parantMrM mwtm4slnssk ip Onred!t;WM3rMry I.ItrblX; r.F laennStWMrt nt. kkss dlni utMa gitA,Wr xa,kt admssanktak rlocwkdd3tetmskmrq au:.sr; anE'rk ;m anmyme:nntmmm;natamnd:spnl kat tnwmaa*aare ae u¢t :rq am ioony..enni.cuasy.nn.tans,k rudna,amrnr Anthony T.Tombc, III, P.E. ar. dk :a-.nae nmtnyttskimawtortn,drerw wntteKgreaw wage : a,w wknawncnticaas:tad rtwwlnl ikypnadtie INm fkAtu i it T:.u:nmliyWhq,sWT,mdl:eo WItm, hdlIthnpnw0f.1 = 80083 qt N:Hq C`i paa¢lMtMa. Ap mtn saMsoelOC ud e irodwn rprea.namrawerc yttat sttn ion tktmsgrabskrkr msxa wt aataa rx pmd rmat tniedwmm srmsYkr,wetk:ao-t:, k,w,'ms k:ip iyuen ni ins+m tat«:tans 4451 St. Lucie Blvd. alnrne w4we/N tiMwttgodspanpmh dl ms wtata. lkln,sfood 6sartrne.l&k:Urceksirm,wi ustam h taa kAtin. 3q nitldhM inx.nnldkar Tsi. FOR Pierce, FL 34946 CofyridN92616 A -I iaoi tresses Antbomy T.lamhoitl: i.E. Itimisaioe of ibis dmomeot,iony form, is psohlite/withws!hewittenrernissun lsoa 4-1 bd Ttrssts-Acs6ony L 5-11-111; P.E. Job Truss Truss Type Oty Ply HOMES / SANTA ROSA WRSRCLM CJ1 L Corner Jack 4 1 RYAN A0181381 Job Reference (optional) luaaes, run IIUI e, ru 34946, design@ya i wss.com Run: ts.12u 5 Nov 12 Zu1 / Print: B-120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:09 2017 Page 1 I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-SMM H EMOosYDv8Wc7OKvC54xuiFUv3Ev_SwwZPPyBJe4 1-0-0 0-11-11 1-0-0 0-11-11 2x4 = 0-11-11 0-11-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.08 Vert(LL) 0.00 5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 5 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MP Wind(LL) 0.00 5 999 240 Weight: 5 lb FT = 0 LUMBER - TOP CHORD 2x4 SO No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 129/0-8-0 (min. 0-1-8) 4 = 2/Mechanical Max Horz 2 = 35(LC 8) Max Uplift 2 = 94(LC 8) Max Grav 2 = 129(LC 1) 4 = 19(LC 3) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint 2. 7) WARNING - Please thoroughly review the 'A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard mry 14—nplNhredn WA I III1f?IRS'3{'1'itirr Mlu Iwk(0ka1nas w.00l-W-r;unc3Wdiir f—irks-ylpmpcmimf-1pais If Chip D-o9JI?r MM Mvp L 1" 41. K. term si.%d't . 64u tl'ix MMtl n, l2, pry Wlei 1pXUi dtl! pkHtswfe! lk'wukndd. Af ts;klsia Egwlrtl,p;M!l Egws p, Ilt 1pltlpl ltil HpHRIStlHHlaAltdn pp:.Hw pplptgmpnigkh M'4lSipd'8[B]!?IK:II O]dplkll{Dpllq IRLt t ns.opals, 1.6" oHewc uiitiopapla6,.,,tatl?kenigis ne alkk ac.p smAwnp 1pm ne waol k:mp,na:l wkndlH qc nl lq pl n. 1.6 p'A"ale'WrI nlgppdan mkwtll elq. rtkr,;r. .ma,ylnaq, wge kta.lp key pd kk p.,irma Anthony T. Tombo III, P.E. w kAlekk sipsradtpkHw. Ikpgs sa aaune?OCMkxpH'iHs pl ea pl sdta Mid:g(gleW Sa§hMuzpaa;gSkplF;klhln ne SlQ eeeweHd Mpp:d piltlle. Iql ufixsRe le sdiimelMkliecdlk L», a 80083Ztedn.nlphdNlitlpnappd.plY wnau yd pop waeN. In rra, k,:Pc wai,rltkk.0 ksi g11 ,rss k'M; yppwlpss ap ww<l,.alse 4451 St. Lucie Blvd. 1 a? pp,Hr H,<.ywrtgwa axle kxlrg. SN:gwItrN„a.; p!ls lmtleaml pyryhr 0701{ At Roofhksm hibanyLlanbo101. hPadurtionnf this docunkkt. inony forn,isplohilifed withoutit rritunt"iuiaahon A-Itool hisses- hathory 1. lambn ill: p.L Fort Pierce, FL 34046 Job Truss Truss Type Qty Ply HOMES / SANTA ROSA A0181382 WRSRCLM CJ3 Corner Jack g RYAN 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 1-0-0 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:10 2017 Page 1 I D:fXMofrMaVb?Z7FFUeY3_Ndzeg Nj-wYwgSiRQdrMmmgBJa 1 QReHU 1 Keoboh87haf6xsyBJe3 2-11-11 2-11-11 2-11-11 LOADING psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl LJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.00 4-5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.01 4-5 999 240 BCLL 0.0 ' Rep Stress Iner YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Wind(LL) 0.00 4-5 999 240 Weight: 11 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 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=-166/257 NOTES- (7) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 72 lb uplift at joint 5 and 57 lb uplift at joint 3. 7) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard 1•umg Flas=eMuelh rtertti ex'{ 1 Po"'mns3'5:.:7r aER3b! Ilks 5 [Okmfl:nS:gf gn'pR4';.(ri;5E49Y:ki i... 1.kt ksip Xun!rns rN red Wes n tas Iress Cetly Dmry!IP:; eMne mfny I.IrnG ig. r:. ide!m't SiasM.<ru. geAss dF.tiiu fxlN m ne IY, xI( aarx .Een,stknlN n Poukn l {setr,:so n ,pm. e.. [nwgE pm xMs a g hgrasm«:po. dmpm auiegN ray .tw nau via:yam ngx sl,zotun IDi N«i Ini r aqs .. ttra Nsmg rha dim Anthony T. Tombo III, P.E. Mn ih sk; wrtddxe ne spesinliF dPoeU ,ne Crnr eNlw ee gsmn Mtnikq D•; gn,s3e utkd d±}eN Writ( IAlvl iiliq sAeati41. IRe epnrd ifie lUi ul st&N dlk lms_1Eddaykeelsy. Inrye dl'aAnwe knysad kYe pn®diryA ? 80083. ne g;NgD+p..e [xk.M. Ow rtWiel IDC 17 puma Mpr,*md tebrdq[gmW SANM.e6m'xsr,l4h•.kf 1. IM W So.rrdne.eer: gmsdp4- IMIi.4ius ne rzspssiYlines rMW.'A lklr..9:s'n,..nss dip i+giun edln P.u'hunn: Wrss 4451 St. Lucie Blvd. ztrnn:m nhMNriaAeu rpNgn .inx Wdl ralrei NrdtM. leE ,s grikt rxgurn lsh (ne Wll q Desigme aL'as,.rsN. Erywe!d nMNug. {Il rgiwMese arx;mnadiWamt. Fort Pierce, FL 34946 oppightD 2glg A-1 AnofLosses- Anthony 1. hmho;ll: P.F. Reorolunr. nithisdorumeni, inny form,ispmhihitel wilhoulit mittenpermissioxfiem A I tuaf6osses Anthooy T.lsmho itl; P.E. Job Truss Truss Type Qty Ply HOMES / SANTA ROSA A0181383 WRSRCLM CJ3L Corner Jack 4 1 RYAN Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:11 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-OkU2f2S209UdOgmW81xgAV1 DS27OX8OHwEPgUlyBJe2 1-0-0 2-11-11 1-0-0 2-11-11 2x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.01 4-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.01 4-7 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Weight: 11 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 69/Mechanical 2 = 187/0-8-0 (min. 0-1-8) 4 = 37/Mechanical Max Horz 2 = 63(LC 8) Max Uplift 3 = 44(LC 8) 2 = 134(LC 8) 4 = 30(LC 8) Max Grav 3 = 69(LC 1) 2 = 187(LC 1) 4 = 50(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 44 lb uplift at joint 3, 134 lb uplift at joint 2 and 30 lb uplift at joint 4. 7) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard ibtai.armes+.dda s+eh Eer ix'k'CCvkrdd srt.rr:,,u:da Egar-_..srFeprer`9e w,.mr ro, rrpe;.s<; dMp .:ir.d:+r:;pr: hyl Fr ke4e kupdkt ki :rgrrl.w:lrt,oey q in 1.p c e<yr. Edenpd*Mr', amiva! ht lN+eeinl. Epe I: EdCm, u fqt AnthonyT_. Tombo III, P.E. m_0GssWr,NMI , 80083 pe SeN'aC s per wa [rdrbrt. Afl xk Erd'rt tleiACMdce pehees Npxetl sdYckiLLq[enenlShn hYAN 1(Spp#i,ktHl. dSSJ eukr NSx pt:rd pitm.iNleefnntlerespxsd lnies ai&iiesdENlav C'sPs+; nss 9ngr:yreerrktnss pxieh:Mu; srkss epexh. wfinNNrErbWxl greegn viro hdl pndt hufrri ti¢ri,.9r[p EgaxisS rAe W:IlugArsipa_arem,.tdex Ergs amr,u .sn:eiMt:Ni,a.«entdwE.:mt. Fort Lurie Blvd. Fort Pierce, FL 34940 ePpight:J 10144Ifut UEsses- Anlhonr i. Tanho Ill, P.E. Repladunix nE this dolumenb in eny hrm, is plohibiled xnhonttha writlrn Po-wissioafron 9 113a1Fmtns-Anthony iJamha Ill; P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SANTA ROSA A0181384 WRSRCLM CJ5 Corner Jack 8 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:11 2017 Page 1 I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-OkU2f2S209UdOgmW8lxgAV 17X24tX8OHwEPgU IyBJe2 1-0-0 4-11-11 1-0-0 4-11-11 4X6 11 Plate Offsets (X Y) [2:0-0-12 0-1-12] [5 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 DOL 1.25 TC 0.57 Vert(LL) -0.02 4-5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.05 4-5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Wind(LL) 0.04 4-5 >999 240 Weight: 17 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 5 = 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=-228/342 NOTES- (7) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 77 lb uplift at joint 5 and 98 lb uplift at joint 3. 7) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard P(edg-ile.0 tln..g!¢rnn de'l IIO i1DSS8,'SFiEC aEp3ll1G456,t'DIIIuKiJSiDMii4i75ASCG'B:FpW.'tf Ere. lrtpr Msgtp eMss1'M ndsnhslre+tp.ip Dnrsg!IC'9)Wklrh.q'Llrb lt;l Idan,'tSm'teM1r Ded dlntilf stM kI?D.u¢ - W1¢i tnemn/des ssdkaNkr Dx IDCNk rdt As.Irns Des(gas re .IunD7 Etq d .slna}'NJ tgn:tdsarc@ta dk pdt;.i...le.;nnriq r:+po.: thin4trksgdde;ie e inn klbdnklDD Ir ae tot tiek b• mwx wing nk'ws,:d'@ Anthony T. Tombo III, P.E. d nedn .ss lxmWdrgukmisuYNndkDr.e,kCru%sa nn.pmwd•WImD:r{+r.b3e wkddkg(,kIXWkIRd'ar.IGq As Wllll fk qp ddl etDl nigfiN dktnv.'Mrbq kakl. Mqe mulmwedk +g sidlkk Imiiiliryd ?80083 k klig0 pa ere L.§.tle. 4lMes utMn klDC.dpxaes n/pwhntdkkdDai f.cpeal Sa4h ldxmAn;xSPiplh#11 Sfl WSI[A .:.+de 1'arp d poke lhl kfinsde reslnvLldn nl kn.tdklr.,D:sMw,ms .j.:spnn nd lns. pnk:kw; nkn 4451 St. Lucie Blvd. dn.funNMytinnMyna el.tty mg l!dl WM w.dni.Ietns+Dela EqM i,EtkkHogDe+ilep.aim,S.tkeF.P- dm,Modng Iff"MItr.Iwa.mnldW dltL Fort Pierce, FL 34946 ePpight V 7016 4-I hi f fipssas Amhoey f. fania'II: P.F. Rep dWiNN.1 this dDltlCMId. I--1y WiN; iS Pt004" Without tht tnilkll pamissic. hpn 4-1 hpl h6Yi- bib -NY T. Ianbn Ill; P-L Job Truss Truss Type Qty Ply RYAN HOMES / SANTA ROSA A0181385 WRSRCLM FG1 FLAT GIRDER 1 3 Job Reference (optional) Hoof I russes, Fort Pierce, 1-L 34946, deslgnCc_Daltruss.com ts.l zu s Novi/ eui t Mt I eK Inousines, Inc. rn uec o u/:44:z3 zul t rage 1 ID:3cbD6QA9jcxoTnU U N8i_XizeZZl-O LwcBb6stjsLUY5vbgu455kQfLo_oeY?v7rFJ7yB69M 2-10-2 5 4-8 7-10-14 10-5 4 12-11-10 15-6-0 18-0 6 20-10-8 2-10-2 2-6-6 2 6-6 2-6-6 2 6 6 2-6 6 21113 2-10-2 Dead Load Defl. = 1/2 in 4x4 II 300 = 6x6 — 3x8 = 2x4 II 3x8 = 2x4 11 3x10 = 4x4 11 2x4 11 2-6-6 2-6-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) 0.23 15 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.61 Vert(CT) 0.70 15 349 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.65 Horz(CT) 0.06 11 n/a n/a BCDL 10.0 Code FBC20177TP12014 Matrix -MS Wind(LL) 0.22 15 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.2 *Except* W1: 2x6 SP No.2, W3: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 20 = 3582/0-7-4 (min. 0-1-8) 11 = 3687/0-3-12 (min. 0-1-8) Max Horz 20 = -39(LC 6) Max Grav 20 = 3582(LC 1) 11 = 3687(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-3013/0, 1-21=-7010/0, 2-21=-7010/0, 2-22=-7010/0, 3-22=-7010/0, 3-23=-15509/0, 4-23=-15509/0, 4-24=-15509/0, 5-24=-15509/0, 5-25=-15692/0, 6-25=-15692/0, 6-7=-15692/0, 7-26=-15692/0, 8-26=-15692/0, 8-27=-7378/0, 9-27=-7378/0, 9-28=-7378/0, 10-28=-7378/0, 10-11=-3073/0 BOT CHORD 19-20=0/819, 18-19=0/13382, 17-18=0/13382, 16-17=0/13382, 15-16=0/18119, 14-15=0/18119, 13-14=0/13776, 12-13=0/13776, 11-12=0/871 WEBS 1-19=0/6577, 2-19=-545/0, 3-19=-6795/0, 3-17=0/704, 7-14=-649/0, 5-14=-2588/0, 5-15=0/884, 5-16=-2783/0, 4-16=-654/0, 3-16=0/2273, 10-12=0/6913, 9-12=-710/0, 8-13=0/724,8-14=0/2043,8-12=-6823/0 Continued on page 2 WEBS 1-19=0/6577, 2-19=-545/0, 3-19=-6795/0, 3-17=0/704, 7-14=-649/0, 5-14=-2588/0, 5-15=0/884, 5-16=-2783/0, 4-16=-654/0, 3-16=0/2273, 10-12=0/6913, 9-12=-710/0, 8-13=W724, 8-14=0/2043, 8-12=-6823/0 NOTES- (10) 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: 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 (6) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 8) 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. PLATES GRIP MT20 244/190 Weight: 347 lb FT = 0 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 404 lb down and 125 lb up at 0-2-12, 127 lb down and 82 lb up at 1-0-0, 134 lb down and 63 lb up at 3-0-0, 208 lb down and 68 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 11-0-0, 282 lb down and 84 lb up at 13-0-0, 282 lb down and 84 lb up at 15-0-0, 282 lb down and 84 lb up at 17-0-0, and 282 lb down and 84 lb up at 19-0-0, and 342 lb down and 92 lb up at 20-7-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Plate Increase=1.00 Uniform Loads (plf) Vert: 1-10=-180, 11-20=-20 Concentrated Loads (lb) Vert: 1=404 10=-342 2=-134 7=-282 21=-127 22=-208 23=-282 24=-282 25=-282 26=-282 27=-282 28=-282 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-10=-200, 11-20=-20 Concentrated Loads (lb) Vert: 1=-338 10=-296 2=-116 7=-246 21=-107 22=-181 23=-246 24=-246 25=-246 26=-246 27=-246 28=-246 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-10=-180, 11-20=-20 Concentrated Loads (lb) Vert: 1=-141 10=-160 2=-63 7=-140 21=48 22=-101 23=-140 24=-140 25=-140 26=-140 27=-140 28=-140 15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Eztn 41—ew,pllf rznea Gx'LIIO:E tlNStgi"S(:jp,CEN3FlIi[Irffi:ONWNOIS(JSiNNj lUf'71[NN9isfNSllfkl'Ms. txNt N,ip pnane: mi reN Miesa Sit lrztt Cesip dFxy;f[y^)ed tle 1App l.I NL rE.leie!m:t skeilne.. khts Mln'•iu stM nNx l,mlt NittkcwenK 0W Ake WN TX.k,dd. t tgiddu lle TNN If rum lfll Tkk tsµas, Nett mkv, s,i+ip Anthony T. Tombo III, P.E. m -JN sh wrbft,i Ise r.W,Ip dM N"n f.9.an',odmne q,dn tlx lwWp Nriga, der w 4dti II., d, Ix t 1k ldkillipnk W lily rk gpn,l dn, ICNm, w fiOi 6,l-,-,Miq kwhq O ep udlek, Rai tiny sill k Ne spesii,INea a 80083N, InNgMper rq[me,on ANMes sd,AiM1NCM3e poCrces ml pkel esdtwkdep r,ermelSAEh Hw tin KSppiN9atHlnNiC.l ee idew.etmgxrd pNee, lPledvslle repmsilnks glkfi,sdlkles,N:vpx;.r„: Neip:q ree,klmu Mw,h:hix. wkss 44515t. Lucie Blvd. An+,iu edmdNeEme,nq,N qmN rimm M,N pnnlnde. Ikirrsk,u,[gnais hlfle k:Uy Nnipa.alm,.rspafymadm, Axliw}SN;gNi:NMxs eenrrpal w.'r41 Fort Pierce, FL 34946 4ppiN6t0211I64-1 Repl doctier of llis dweneot,i000y fen, is probilued withal Tln mitleo iomissioe lion 44 Roof Imses 4et6oey LTonhe ill: P.E. Job Truss Truss Type QtY PIY RYAN HOMES / SANTA ROSA A0181385 WRSRCLM FG1 FLAT GIRDER 1 3 Job Reference (optional) At Root I russes, Fort tierce, Ft- 34`J46, oesignLaTtruss.com o. iw o 14UV 14 <U 1 r 1111l— ,I 1— =1 ,,,,,. , ,r , . _ ,, aye I D:3cbD6QA9jcxoTnU U N8i_XizeZZ1-OLwcBb6stjsLUY5vbgu455kQfLo_oeY?v7rFJ7yB69M LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-10=-131, 11-20=-20 Horz: 1-20=31 Concentrated Loads (Ib) Vert: 1=76 10=49 2=42 7=48 21=57 22=41 23=48 24=48 25=48 26=48 27=48 28=48 16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-10=-131, 11-20=-20 Horz: 1-20=-8 Concentrated Loads (lb) Vert: 1=76 10=49 2=42 7=48 21=57 22=41 23=48 24=48 25=48 26=48 27=48 28=48 17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-10=-131, 11-20=-20 Horz: 1-20=24 Concentrated Loads (lb) Vert: 1=76 10=49 2=42 7=48 21=57 22=41 23=48 24=48 25=48 26=48 27=48 28=48 18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-10=-131, 11-20=-20 Horz: 1-20=-5 Concentrated Loads (lb) Vert: 1=76 10=49 2=42 7=48 21=57 22=41 23=48 24=48 25=48 26=48 27=48 28=48 Xmny-flea Mme tlr rten WAItg;:`Imgi^k1';.5EC3A,IWS F. Jk6IRAVIS8q "tLT"P5J.NW;A:FrNl:al'Ma. trio /a"axsra «a4 'l hest Ee ipM[v}Q['; as lb kpq 1. rash 1K NE W-5w.hw ke"AaiuT.aa.a' Tso,M arrz mctrnk a a xtta raa asstrssa n[ywwie...a nhFyw.aa, da ro ; Pa:m m lea vet : wi ya asr trr.a d ratrag :a.ra:W a epxroc ru. «arnt tea bra aFra., sr amaaa Anthony T. Tombo III, P.E. a:.:<a t..s,a:wnta-stteix:imassg merraoategwwwwa a,p,waewkratsgalttants aa anyaerttr s..aansm raa afley.,:::wa.wymauq.Mspmuienwnnbawgs;atsn,ps,wartra _.80f83 mt>ugwsiprm[sac.nrtams:awaa toasanepana;aFs.s:nas:rra[ay+istwwa nsrirw.etrrmszsreresa etwra ame.tniur-nr4451 St. Lucie Blvd. atw, m.saawlhsiaaxt sgseaeFn'r Brost.arci indra trciru arse teyoawat rfk k!unq oes ym,wti.s,.taew hpsw aannuag-.w.epara xs uentawa u.'nt Fort Pierce, FL 34046 Copyright V 20144-I Roof hosses AnthonyLTombollE:P.E. Repradunin of this dotumant, iaany W., is probihired w1homthe written p anissiaa from 4 I Roof crosses- Ar[hoay L Tombo M. P.E. Job Truss Truss Type city Ply RYAN HOMES / SANTA ROSA WRSRCLM FG2 FLOOR GIRDER 1 2 A0181386 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 1-3-9 1 4x8 = 2 3x4 = Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:12 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-sx2QtOSg9TcU?_KiiSTvjiZLXSHeG N?Q9u8DOkyBJe 1 1.Sx4 II 1.5x4 11 3x4 = 4x8 = 4x4 11 4x4 11 2-0-9 3-7-11 LOADING(psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr NO BCDL 5.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x8 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-2 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 2593/0-6-14 (min. 0-1-8) 7 = 2465/0-3-8 (min. 0-1-8) Max Grav 12 = 2593(LC 1) 7 = 2465(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-1976/0, 6-7=-2063/0, 1-2=-3825/0, 2-3=-5833/0, 3-4=-5833/0, 4-5=-5833/0, 5-6=-3928/0 BOT CHORD 12-13=0/516, 11-13=0/516, 10-11=0/3825, 9-10=0/5833, 8-9=0/3928, 7-8=0/460 WEBS 1-11=0/3757, 2-11 =-1 223/0, 2-10=0/2374, 6-8=0/3936, 5-8=-1177/0, 5-9=0/2255 NOTES- (7) 1) 2-ply truss to be connected together with 12d 0.131 "x3.25") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc clinched, 2x4 - 1 row at 0-9-0 oc clinched. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-8-0 oc clinched. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc clinched. 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. CSI. DEFL. in loc) I/deft Ud TC 0.37 Vert(LL) 0.07 9-10 999 360 BC 0.90 Vert(CT) 0.10 9-10 999 240 WB 0.94 Horz(CT) 0.01 7 n/a n/a Matrix -MS 3) Unbalanced floor live loads have been considered for this design. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1035 lb down at 1-7-0, 1035 lb down at 3-7-0, and 1013 lb down at 5-7-0, and 1013 lb down at 7-5-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. 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: 10=-1035(F) 8=-1013(F) 9=-1013(F) 13=-1035(F) 9-0-8 PLATES GRIP MT20 244/190 Weight: 102 lb FT = 0% Hwtiy-Heeu nmMlr meti ne'k11t1=n':itli<-gy'S?'.19"; SFR3Fi I1$S6[DliFgp'v"AS['9i'MiibT:'P13[Ck,IEEPeIIEkrke. leih ksi*Iwrcin; aE retitdta!Fitlrut Eesipdezul!f[",.W lklthwt l.Ewk IR.P..4!cn;t ikP. teWe tu. EtMtr ttraist t!tlel nik liB, q1/ ikhEet tWt ld lttttl iw'Et .lCukrttd Att g#Eym+ .Korb ErAslnsl;6; rtpexetaa:eElnetdMtntt.wtl a rmq ,9w;iunb: n<iti dMsudti hp aed Htibgxlf aen RFi.r kqt gives neiip.edeiac tsndcar Anthony T. Tombo III, P.E. a. tttaa sw. me"ma n< yatimanto .. at a,tt stttpw nt u,utto- .ant atnnantcn cm w.w atytt aemt. nt yl ,.irn<ro-ott:wra n F. tt: eta ayq. i m,,ua axk ts:alt _pttiiAiry el 80083Wraillwata <[taaahr. W«ht CaAuletg trx qt: ti<st;ttp sa b u t[Bp+tsrnata txunae,iue vet t.tem apiwa.tnlar trrtt.ttgtswiottmet+ittm tr,., t tr.irtst or: s.:y.tamE tt:mma,a. ant, 4451 St. Lucie Blvd. zt rAav'nawSaNNtimmtwt tp ry nw.aoxhwl rwlitsl akti. ittF ,.let'at Ggaa tF tot Supdq eetipanLrt:.ytW Etp-9.yera,riuiq. W;eiWeN'ws, me ti ddmd-.'tFt Fort Pierce, EL 34 46 Cagpight tdld4ltuai Lrsus Aethony i. Tonbo al: P.E. Repmionix al this dowaat. in enpform, is PsohNIA wAnuttke wtinea Permissiaa from A-1 toot Tom&- Aaihony 1. lemba Ill: P.E. Job - Truss Truss Type QtY Plv RYAN HOMES / SANTA ROSA A0181387 WRSRCLM FG3 FLAT GIRDER 1 Job Reference (optional) Al Root I russes, tort Fierce, M 34a40, aeslgnraa iuuss.com •• . ... ... --- --...--- -- - - - ID:fXMofrMaVb?Z7FFUeY3 NdzegNj-2TDRP7tN14oOYDPOnPWs8NrAmkFm37eHOQc41zyB68N 40 2 4-11 10- 4-11-6 5- 7-6-1 10-2-9 12-9-5 15-4-1 18-2-8 4- 2 4-11 -5-1 2-0-15 5-1 2-0-14 2-8-8 2-6-12 2-6-11 2-10-7 Dead Load Defl. = 5/16 in 3. 6 I3x4 = I 1.5x4 11 1 1.5x4 11 I 3x4 I 3x6 = 3x6 = I 3x8 = R r 17 15 14 13 12 n 1. is 18 27 28 16 29 30 31 32 33 10 4x4 I I 3x8 - 6x6 -3x6 = 3x4 = 3x4 - 3x6 = 3x8 = 4x4 11 4- 11-6 LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) 0.28 13-14 776 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(CT) 0.58 13-14 377 240 BCLL 0.0 * Rep Stress Incr NO WB 0.75 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Wind(LL) 0.10 13-14 999 240 Weight: 397 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2, W2: 2x4 SP M 30 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 10 = 4043/0-7-4 (min.0-1-8) 18 = 3946/0-7-4 (min.0-1-8) Max Horz 18 - 39(LC 6) Max Grav 10 = 6000(LC 2) 18 = 5709(LC 2) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1- 19=-12592/0, 19-20=-12592/0, 2- 20=-12592/0, 2-21=-21235/0, 3- 21=-21235/0, 3-22=-25533/0, 4- 22=-2553310, 4-23=-25533/0, 5- 23=-25533/0, 5-24=-25533/0, 6- 24=-25533/0, 6-7=-21921/0, 7- 25=-21921 /0, 8-25=-21921 /0, 8- 26=-13352/0, 9-26=-13352/0, 9- 10=-4819/0, 1-18=-4679/9 BOT CHORD 18- 27=-5/1280, 17-27=-5/1280, 17- 28=0/12592, 16-28=0/12592, 15- 16=0/12592, 15-29=0/21235, 14- 29=0/21235, 14-30=0/25533, 13- 30=0/25533, 13-31=0/21921, 12- 31=0/21921, 12-32=0/13352, 11 - 32=0/1 3352, 11-33=0/1377, 10- 33=0/1377 WEBS 6- 12=-2115/0, 8-11=-3717/0, 5-13=-789/0, 2- 15=0/9210, 8-12=0/9126, 1-17=0/12025, 3- 14=0/4578, 9-11 =0/1 2706, 6-13=0/3846, WEBS 6- 12=-2115/0, 8-11=-3717/0, 5- 13=-789/0, 2-15=0/9210, 8-12=0/9126, 1- 17=0/12025, 3-14=0/4578, 9- 11 =0/1 2706, 6-13=0/3846, 2- 17=-3629/0, 3-15=-2256/0, 4- 14=-822/0 NOTES- ( 10) 1) 4-ply truss to be connected together with 10d 0. 131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. Attach TC w/ 1 /2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. Attach BC w/ 1 /2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) 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. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 319 lb down and 168 lb up at 0-2-12, 127 lb down and 82 lb up at 1-0-0, 134 lb down and 63 lb up at 3-0-0, 208 lb down and 68 lb up at 5-0-0, 282 ib 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 11-0-0, 282 lb down and 84 lb up at 13-0-0, and 282 lb down and 84 lb up at 15-0-0, and 282 lb down and 84 lb up at 17-0-0 on top chord, and 795 lb down at 0-11-4, 795 lb down at 2-11-4, 795 lb down at 4-11-4, 795 lb down at 6-11-4, 795 lb down at 8-11-4, 795 lb down at 10-11-4, 795 lb down at 12-11-4, and 1003 lb down at 14-11-4, and 1003 lb down at 16-11-4 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. 10) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Plate Increase=1.00 Uniform Loads (plf) Vert: 1-19=-60, 9-19=-180, 10-18=-20 Concentrated Loads (lb) Vert: 6=-282 12=-202(F) 15=-202(F) 3=-208 19=- 319 20=-127 21=-134 22=-282 23=-282 24=- 282 25=-282 26=-282 27=-202(F) 28=-202(F) 29=- 202(F) 30=-202(F) 31 =-202(F) 32=-259(F) 33=- 259(F) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-19=-50, 9-19=-170, 10-18=-20 Concentrated Loads (lb) Vert: 6=-246 12=-647(F) 15=-647(F) 3=-181 19=- 268 20=-107 21=-116 22=-246 23=-246 24=- 246 25=-246 26=-246 27=-647(F) 28=-647(F) 29=- 647(F) 30=-647(F) 31 =-647(F) 32=-817(F) 33=- 817(F) 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 PIL metal=0.90 Uniform Loads (plf) Vert: 1-19=-20 9-19=-140 10-18=-20 Continued on page 2 4mug nevi nrm.Nrn'. Ne llii"rK! S:`'.l eEK3AIItN5iJk0111)rS:JS'Oqi'pnYjktKK 4`[r.Yki•M.teeih&.y.pmahsuE rnl.petaMc heu&•ip dtrmKil`, oM n. Kehwflt NpA, r.. idetwt sugleM Cxk Maiu smfl nttr, edr 1laak ompens sienk sN txr tacwx dK K trr:. g:sEgaw ....re, rrr [epw m,saamo-;:rpesms a.,.2eac ,fror nxs.susnriy ,wa:aamm,asyearesyet Igvma. ne toe lr um ifl-E. r am - apm,uurs smws am m Anthony T. Tombo Ill, P.E. m. s dn- ,sia-.au . k psixlmdn.e ,n. .01iAmi pe.,n WWqo.gr,i.ruud40f.UK,&.IKWA, 1=1 ;uiy<.mtt1.Ikpp..Idn.mree.ar.0 der. ...r.erg smye,xstl.r..Atk r<u.lera ya 1" s 80083 mu1 a•_ LOW s,,Wit Win.01,P.NesMVied- 0hIM114Kag.ee.l sdsq W..W., sr, rsti•.W wr W SKI -dr era• penne ft.. maah.r, n. nsrnvml.swanesa l,rs, up.s:-r,s or.y.:gee.raiErtss a.ar«.n,s 445; St. Lucie Blvd. dm..h. uNrlNria txt.q.Ngnar!1>Mxhdl priks nnkid. In Irm.Bese.bp- nr-tlhWiliy D11i}a,airs,r:ta.1.1b.0,, koing iN.ryldeN isasp..s ddi.N n'F41 Fort Pierce, FL 34946 CopprighlS 2016 b- I Rarl6rssrs-drihorpt.b br ill, P.E. Rep roi.di.0 this dorumec inert, iorm, is pmhi60ed'xilhotie written permissirr Eiem W Rroi irrsses krthrry i.7rrner ill: I'.E. Job Truss Truss Type Qty Ply RYAN HOMES / SANTA ROSA WRSRCLM FG3 FLAT GIRDER 1 4 A0181387 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 07:45:26 2017 Page 2 ID:fXMofrMaVb?Z7FFUeY3_Ndzeg Nj-2TDRP7tN 14oOYDPOnPWs8NrAmkFm37eHOQc41 zyB68N LOAD CASE(S) Standard Concentrated Loads (lb) Vert:6=-140 12=-795(F) 15=-795(F) 3=-101 19=-113 20=-48 21=-63 22=-140 23=-140 24=-140 25=-140 26=-140 27=-795(F) 28=-795(F) 29=-795(F) 30=-795(F) 31=-795(F) 32=-1003(F) 33=-1003(F) 15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-19=-29, 9-19=-101, 10-18=-20 Horz: 1-18=31 Concentrated Loads (lb) Vert: 6=48 3=41 19=116 20=57 21=42 22=48 23=48 24=48 25=48 26=48 16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-19=-29, 9-19=-101, 10-18=-20 Horz: 1-18=-8 Concentrated Loads (Ib) Vert: 6=48 3=41 19=116 20=57 21=42 22=48 23=48 24=48 25=48 26=48 17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-19=-29, 9-19=-101, 10-18=-20 Horz: 1-18=24 Concentrated Loads (lb) Vert: 6=48 3=41 19=116 20=57 21=42 22=48 23=48 24=48 25=48 26=48 18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-19=-29, 9-19=-101, 10-18=-20 Horz: 1-18=-5 Concentrated Loads (lb) Vert: 6=48 3=41 19=116 20=57 21=42 22=48 23=48 24=48 25=48 26=48 Muriry-fiersstln.yt¢rener de'kI FOg€':IF,SS'S<:P;. nER3A€fWS6:Yglff2lS:7S`:QN{'19P;rji(YMf'[€LRIIEIi Me. tadr h;yary..etlm ni rnf wksntistnu CesipW[rie110r'aafW lrlt I. tasG A,tr.lei rerr Siee!kdwe.u. GknaRxaiu veMnik l7.wk Mitai ne.Aa ddes,edl ueuf lx Ae DCuI d4 dse IIn, Dew Fq.a - . i:..r kpx+,tl- .Iwwpr&S grew mercy. dmryert indeepe 9 ew:dikh 4:'kk Ipd e pe ;kpr.dw He 16D It nl_ 6 T qow,, kmi.g eM.t ki' Anthony T. Tornbo III, P.E. 9-ah sir wl k.dda'Ist isia liltdd. 0—,Okg A."t'w Mlotlfeg0 Tp N$eu*,. 01.R rye p41 N lmd lfgndew M 1. lbew Id(w IDO W.e field d r. T—_'s6404k.S p.4le.wek hn _sld k he espe''dinrd 580083MANIDepuniteree.w qg. .Pole IDC wiDu pahesW pizedn dteekidq 4qu.e Sa'en Hw fiw i(fflpt4.kl kr WSird seek et!up:nrd}rha.iPFleefnes.e resreas+LDnes eNA.esdikln.,0:s µq.,ins ksige;gw. W lass Nb".:wkn ella:.fsrwhii1mra.o.epudep.v.inrthni rvmn hedvei.IpFort Pierce, FL 34946 fe,. @n'wCgwursR rtle N:Iliq &slpa,.lr n, Isles hyena mnuq.,ul:gwtrd Rra.enad€nf d'fli 4451 St. Lucie Blvd. ztCopyrightZ2016A [ Roof 6.sses - A Any L lamb.111: P.E. Repr.doni.r! al this dommant, in enf Eorm. is prohibit d .M.wh. written prrmusion lr.. A-1 Ra.ELesm- Amh.ny L hirb. ill; P.E. Job Truss Truss Type dry Ply RYAN HOMES / SANTA ROSA A0181388 WRSRCLM FL01GE GABLE 1 1 Job Reference o tional A i mom t russes, run rierce, rL a Uy , uemynl,e nl wo.wni oj-s Zun: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:14 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-oJ9Al4Uxh4sB FIU5ptV No7flYGB4kVfjcCdK4dyBJe? oN8 174-0 2-8-0 4-0-0 5-4-0 6-8-0 8-0-0 9-4-0 10-8-0 12-0-0 13-4-0 14-8-0 16-0-0 17-4-0 18-5-0 1-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1 4-0 1-1-0 Plate Offsets (X Y) [1:Edge 0 0-12] [33:0-1-8 0-0-12] [3570-1-8 0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 17 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 82 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 18-5-0. Ib) - Max Grav All reactions 250 lb or less at joint(s) 32, 17, 31, 30, 29, 28, 26, 25, 24, 23, 22, 21, 20, 19, 18 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS $ CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT' form. LOAD CASE(S) Standard wktt;v x.. Re4.i3lirAi 4W..i.frRrrnt tN tick i'p1S(E'lA;"25![iti:5M7R:3p NY hix. twfi ks tmY iairM cdualts irus Fa gTai.nr iCF ad4t.erin±t.5001 htmeSwkfirt use. 6#Esc uanAi e nmr Ye'EC.ab uiel b sax,ursxnMlflin ddt ts ge's ae,t,ni „ananRtpofNn Aau r r,; m ay+SPa sr d rmwpwAAToo moINI,MA' -w1i Anthony T.Ter;boI`:,P.E. sl <,aatax xrc,pnamxb..xiC x e«et xam aAg3 .xr n 4.Ixrmivan r.w €tvvr wa t wm ds# ,, e wa,:mn aea,ks .way z80083 ar»xhr wt t9 ssn nroe xrmsn saia [aeauyr a s omm. at exsa i, i ama es,ue, .ue esamfr ssue .re.,p asas aaa. sa 44515t deBlvd. a . i.:a mti at . Nt u+mNtteepr nsw:t'cuens3sspt n3,xatrr hs sxirai.Ks:nen:4arxn i .;¢ a aetx::m at. mini. Fort Pierce, FL 34946 LAptrlybl> F YHIb -I[eof lfcSS45-AA75FRYI.1AAIbA Iii, F.E. t+,.F.6,14A 01 this da'6 bt, 4UAf14m; iS E[Ab?bii d. "I The vitt" EEIAissio fb. A 111"I Ifusst, AIbAAYI.It&i13Ii€. E.E. Job Truss Truss Type Oty Ply RYAN HOMES / SANTA ROSA WRSRCLM FL02 Floor 6 1 A018 89 Job Reference optional) 0-1-8 H 1 2-6-0 1.5x4 II 1.5x4 = 3x6 = 0 1 2 018 17 ` rt 3x4 = Run: 8A20 s Nov 12 2U1 Y Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:14 2017 Page 1 I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-oJ9A14Uxh4sB FIU5ptV No7fa7G?JkL4jeCdK4dyBJe? 1— 2-3--8 1.5x4 11 3x4 = 3 4 1.5x4 II 3x4 = 3x6 FP= 5 6 7 15 14 13 12 11 3x8 MT20HS FP-— 1.5x4 II 1.5x4 II 3x6 = 3x8 = LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC20171TP12014 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10 = 980/0-3-8 (min.0-1-8) 16 = 992/0-7-4 (min.0-1-8) Max Grav 10 = 980(LC 1) 16 = 992(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-3061/0, 3-4=-3061/0, 4-5=-3668/0, 5-6=-3108/0, 6-7=-3108/0, 7-8=-3108/0 BOT CHORD 15-16=0/1837,14-15=0/3668, 13-14=0/3668,12-13=0/3668, 11-12=0/3668, 10-11=0/1908 WEBS 8-10=-2081/0, 2-16=-2031/0, 8-11=0/1326, 2-15=0/1352, 7-11=-300/9, 3-15=-296/12, 5-11=-911/0, 4-15=-947/0 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation - about its center. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT' form. OA0 Dead Load Defl. = 118 in 1.5x4 II 3x6 = 3x6 = 8 9 IN" 18-5-0 18-5-0 Ige),[10:0-3-8,Edgej [11:0-1-12 Edge) [17:0-1-8 0-0-12] CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.81 Vert(LL) 0.3211-12 685 360 MT20 244/190 BC 0.83 Vert(CT) 0.4111-12 528 240 MT20HS 187/143 WB 0.64 Horz(CT) 0.06 10 n/a n/a Matrix-S Weight: 92 lb FT = 0%F, 0%E LOAD CASE(S) Standard Mxtiy-fleesz Mxndl. .rc. de Attu 1@Scr k-l" Et3At IWSi J9mFlaS (dS'fIx tarr"Strgri:FL5MEk1'Me. tenle Wage {u+s+Msared we. !b! sEesiq Brty{I&,'; aalgee egtt kei. 1. Ider Saerldxe ed+ dRerzlu;xkim@e ttt. edtt6T.:a<war ricks ssRkeaffx Yh.CCMI:t +Ff dselrrsgeat E+gx .fe: dryE M n9((retrz.srma_etintednet ort sixd eeQ+ iegi.,ge.RiWe ExIsigdMsu>ie it fgxtdnlaa Itm 1H I. r.&:y+ gixa;, iraat.xleur .arYi:ar m.ndlt .,s la. xn uur p+. q+e:aimdexD M,r D..er„max q*e neau+q oe: q",. .+r+r«ar, d>#x:,ne x nu,:u:r<erwnEl. Meq d Sfx mr ne Dex ener:m: M+ndxa.wk edrrr, is d Anthony T. Tombo III, P.E. t xt q ' ' M a 80083IhBBifqDesiperear (xaetn 111nh rxuaILiDC a/Xx gackx nlg eelandtkk4aq Cevq+rsESa4nlduxdpe'ItSr rdGkf kl. MSGA se idr. weakryexd giaxe. IPLl idmec tle usp+uLlaus n/&&sdik Las.O•sger, *ress k:qn}neeei tns Wx+lesnn, wins ne,.na «ro,dy+:+dran uee 4451 St. Lurie Blvd. q M+xixakdl q'ank4 lnh, neap [qon, is r_r tk 6e:tliq &sign, 1 .sex htennd ,>at11q sD;gadcef`n ;ee afeMM slit Fort Pierce, FL 34946Qpyright07U11A-1 Roof lmsses Arahoopi tsmha 111: P.E. RePoduaiva of this dosumam, iffay form, ispmhihited xdout.,he rlillen permissiao lron A I Waal irxsses Amhnay i. Eamho ill; P.E. Job Truss Truss Type Qty Piv RYAN HOMES / SANTA ROSA A0181390 WRSRCLM FL03 floor Supported Gable 1 1 Job Reference (optional) A i moot r russe5, ron rierce, — .r U, uasiyl lt— rrr It --II Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:15 2017 Page 1 I D:ta7uotTo57oOtNCWmTn2mQyhggX-GWjZVQVZSO_2sR3HNbOcLLBw7fX_TyutrrNtd3yBJe_ 1 2 3 4 5 6 7 W1 ST1 ST1 ST1 T1 ST1 W1; e1... I 13 12 11 10 9 8 LOADING(psf) SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 TCDL 10.0 Lumber DOL 1.00 BC 0.03 BCLL 0.0 Rep Stress Incr YES WB 0.03 BCDL 5.0 Code FBC2017/TPI2014 Matrix-R LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 or purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 6-10-8. lb) - Max Grav All reactions 250 lb or less at joint(s) 13, 8, 12, 11, 10, 9 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 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 or. 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) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT' form. LOAD CASE(S) Standard 3x4 = DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 8 n/a n/a Weight: 32 lb FT = 0%F, 0%E wW,3gwea:,rv,e.ne ,tt_Amn ru:r sriu ra amr''ams:r<t x^sum:;zM a;:at n,.rt,a.ar:erne:.rrerr ar s;,.,sbtw r+rlor;wa rrmrarrrmnn;:r.rrh w,traKn,r rt rzosr.;,a:e. xxTa,at, rr, .>R s,rrks,ma,t na,r tt.r[ s s +. , rw" .a w.retee:R,r„s«> xa xa<r r r,"r,.p a rware wdm;.art .r .drFxird: ma. ra pnr=aNww:;a q z <vr ; AnthonyT.Tn_mbo111,P.E. ars aegs in sk mivuq smrr.N i/r.x 3+xre 6 sadsava yeanma agsa,arx smalxart.St d:aim Md awrr; ksi na Ixprmtlahei wi ae aN hd4x Fss,-u npa d,ysn,, 3. okaars hrv,>s*;t ?80C 83 to S es eMS aar .a m,sawta& rb ksp,;ran s eestae4ularq iakp haemer ti Ge4 tadq nem 5ka we iefxesc,tu €ar.M 1 m lrivn n+r<ax.ua[..cd# estHe r;ns &sgarar+ele;jrq asr .: ne,n3au 4451 Se 4LUde Blvd, dianu aaaHire:a'bgeed 4a N+nab)! et pees srdM. 76rLns 6akP rs hd •3e hrebr t,nAx.nri.ns a'shm 9prcndni+'dv, SA tszef3na,. as r.!?aedalnl. Fort P>erce, FL 34.946 Lnpyrigbl 0?516 A-I[aat has" AnitanylAmho ILVE. itp,edmi an rd Ehisdanatnns. ie oay Earm: is prahib0ed.hann6n,erinaa pamissienham A-1Rxd irntsns-Amhaay l.lnmhe El€, g.E Job Truss Truss Type aty Ply HOMES / SANTA ROSA WRSRCLM FL05 FLOOR 5 1 RYAN A0181391 Job Reference (optional) n i nuu, nu a us, rice u uYa , ucmyntwa nrwo.wnf 0-1-8 H [ 2-6-0 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:16 2017 Page 1 I D:fXMofrMa V b?Z7FFUeY3_Ndzeg N]-IiHxi[W BDh6vU beTxlXrtYkua3ezCD203V608VyBJdz 2-3-4 r 3x8 = 3x4 = 3x4 = 3x6 FP= 3x8 = 1 I._ 0 0 A8 Dead Load Defl. = 3116 in 0- 12 3x6 = 3x3 = 3.3 = 3x II 1 3x6 = 3x8 = 3x8 MT20HS FP= 3x4 = 3x8 = 3x6 FP= 3x10 = 3x6 = 1. 5x4 SP= Plate Offsets (X,Y)— [1:Edge 0-0-12] [6:0-1-8,Edge], [2, LOADING ( psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except* T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) *Except* B2: 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. ( lb/size) 26 = 1090/0-7-4 (min. 0-1-8) 16 = 217/0-3-0 (min.0-1-8) 19 = 1603/0-3-8 (min. 0-1-8) Max Grav 26 = 1095(LC 14) 16 = 311(LC 4) 19 = 1605(LC 13) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-3506/0, 3-4=-3506/0, 4-5=-4382/0, 5- 6=-4382/0, 6-7=-3227/0, 7-8=-3227/0, 8- 9=-3227/0, 9-10=0/636, 10-11=0/632 BOT CHORD 25- 26=0/2065, 24-25=0/4295, 23- 24=0/4295, 22-23=0/4382, 21- 22=0/4382, 20-21 =0/1 714, 19- 20=0/1714 WEBS 2- 26=-2283/0, 9-19=-2451/0, 2-25=0/1593, 9- 21=0/1692, 7-21=-269/70, 4-25=-872/0, 6- 21=-1458/0, 4-23=-261/571, 12- 16=-290/282, 11-19=-733/0 NOTES- ( 7) 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. 20- 9-4 20- 9-4 Edge], [ 23:0-1-8 Edge], [25:0-3-8,Edge], (27:0-1-8 0-0-12] CSI. DEFL. in (loc) I/defl L/d TC 0.94 Vert(LL) 0.57 23-25 430 360 BC 0.94 Vert(CT) 0.79 23-25 312 240 WB 0.81 Horz(CT) 0.08 16 n/a n/a Matrix- S 5) Recommend 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-10d 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. 7) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 134 lb FT = 0%F, 0%E bmb8- ttme Hm,lhrz%zfie'AIPoi`ilASc i^k 7';.i[C1AflkY36UtUII1v1S(OSOYS"SOt3^#NAiOEEKaEX1'bn.R,iFrh;ip r,!Ms,N-nl aRsnlislress hsgr ryTM; Mllelmwt 1. ReM U:.r?.Id ere i',n!Edce rc,. g ku w'krsise;!sfNnSe [,eNt alEsi< omnb rWs:kilk,m in lt:lCakrdd As,Uns Des¢s E,Hx: 'te; rqf rgw.r.tl nnt S634n msnn;etmx Ak, p,u.zknlegNn iq pdghbnx ksy,d Nr skjer IgigdaOelDD p rnl c Nq, wr,prcn,l,urz} Near .nlN et m ntdk- ssEx an 1k t : fm dfk q*.n,tk o.M: >, , rpMna, wa w!. ,,.,ae ,ncndn, lr q, fa ru, km ,kmmd rk ddn mom W drk tn,, w4 m kl.oven kn w:k w ,i Anthony i 80083TombIII, P.E. He S, 16n D•sifu ni [nkek. Agat n;,d k fk in Vm poCnesei dikkN [ ' flit gkrdi8 q, y ' a, 80083 d dnaam,anrNgktkr m 3As de N1.d,.InleNxsft „,nrw,mb:da u,., r, ,.;:k . nr: fran : dns4451 St. Lucie Blvd. r w,+y.rNmn ,d,N i r o,< ara„f:r.rn,ka oni.,, i t.,dvaE.Sa r.kurn_suryed N,,.,,,adkNkmr_ opyrighr 1Q16AIAaat6ossxs Anthonyi lsmna ill.P.E. 9,7miummn.:f this dommnm, in any fore sproh41mi-.4houtit Witko PNm35Slom from A I Inof Trusses Ar,thonyLlomueill.101, Fort Pierce, FL 34946 Job Truss Truss Type QlY=PIYRYAN HOMES / SANTA ROSA A0181392 WRSRCLM FLO6G Floor 1 eference o tional AI Maul l ruses, r'ura ric-, rL -U, Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:16 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-li Hxil W BDh6vUbeTxlXrtYkt43gpCFg03V6Q8VyBJdz 0-1-8 H 1 2-6-0 0-8-0 2-0-0 I 2-1-4 4x12 = 2 2_ 58 i 1 0A8 Dead Load Defl. = 3/16 in MSH422 U4 = 4 = 3x6 = 3x6 FP= 4x10 = 3x3 II 3x3 = 3 TJ 5 6 7 8 9 10 11 12 21 20 192928272625242322 3x8 MT20HS FP-- 5X8 = 3x6 11 3x6 II 500 = 3z6 FP= 4x10 - 5x8 = 1 LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr NO BCDL 5.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except* T1: 2x4 SP M 31(flat) BOT CHORD 2x4 SP M 31(flat) *Except* B1: 2x4 SP M 30(flat) B4: 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) *Except* W3,W6: 2x4 SP No.2(flat) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20,18-19,17-18. REACTIONS. (lb/size) 30 = 1689/0-7-4 (min. 0-1-8) 20 = 1899/0-3-8 (min. 0-1-8) 17 = 168/0-3-0 (min. 0-1-8) Max Uplift 17 = -48(LC 5) Max Grav 30 = 1693(LC 14) 20 = 1902(LC 13) 17 = 263(LC 4) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6033/0, 34=-6048/0, 4-5=-7209/0, 5-6=-7209/0, 6-7=-6340/0, 7-8=-4257/0, 8-9=-4257/0, 9-10=-4257/0, 10-11=0/851, 11-12=0/851, 12-13=-114/323 BOT CHORD 29-30=0/3358, 28-29=0/3337, 27-28=0/6918, 26-27=0/6918, 25-26=0/6340, 24-25=0/6340, 23-24=0/6340, 22-23=0/1987, 21-22=0/1997, 20-21=0/1997, 19-20=-323/114, 18-19=-323/114, 17-18=-323/114 WEBS 2-30=-3709/0, 10-20=-3018/0, 2-28=0/2962, 10-23=0/2485, 4-28=-1444/0, 3x3 = Rf f 13 1415 1 I Io 18 1716 3x6 = 26-4-4 26-8-8 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.97 Vert(LL) 0.50 25-26 496 360 MT20 244M90 BC 0.82 Vert(CT) 0.69 25-26 359 240 MT20HS 187/143 WB 0.70 Horz(CT) 0.08 20 n/a n/a Matrix-S Weight: 163 lb FT = 0%F, 0%E WEBS 2-30=-3709/0, 10-20=-3018/0, 2-28=0/2962, 10-23=0/2485, 4-28=-1444/0, 7-23=-2401/0, 4-26=-357/319, 5-26=-309/0, 7-24=0/674, 13-17=-149/421, 12-20=-890/0, 6-26=0/1384, 6-25=-720/0 NOTES- (11) 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 48 lb uplift at joint 17. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d Q.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) Use USP MSH422 (With 10d nails into Girder & 10d nails into Truss) or equivalent at 5-11-4 from the left end to connect truss(es) FL07G (1 ply 2x4 SP) to front face of top chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 16-30=-10, 1-15=-100 Concentrated Loads (lb) Vert: 4=-845(F) wm.n9-nest llmq!¢r•.kix lIIOS`ie',t5'S.-3 Fr3ktlMSfi JR lll'lS,7SON"W.Y'itl[Fr6'EP511:k1'hrn. ferlFr N"'s Wrn/x4 alssG.gr Wrxm}!fM; and de aehwy l.fuk li; t..idrmrir 2dw _Ek st '.iu rkM to rt9. up iNLss mN 7kks stalk k -cemkedd a,+trs, g:sla [y m;r ,srrmes Es ?n war'DC rgre wsmn;e sr dlk 7rde skxlere nler...laf.m:'k le.dme:leper IgidintklCP IP .n rnIr a rpk,, Na" alms:adadl Anthony T. Tombo III, P.E. W-dM ,sssirmfk+ku rk si sx:ihdlkG NG-. ,draeegw.CvinNeq W,ae;kd.*ddti R't1elx 11k I.dkrilPq*-MMI. lkemnidfi Nge!®r NR k me std koe11SPINIkd ? 80083 0, 80a}anw tt.k aC mm sa rAniklCG uFdx pa9m ipeelkn dlkH x Grpe ISd<W plr d ir5@f.Nikell i NSAF read dmr ry. dplWre 1%Iediwslk resiras Mus ni keesdlkLa,.6esgr; msskip:el err se insc dxah,Mr;wkss 4451 St. Lucie Blvd. dim: sns «raReya;uaregeeeps.ew> bysilewmfW.In rn;s Dena Eq-h ttae 1,44 oesipu. rlrrs,.rase Eeps.dmtr,'Mq. All:eraded;rx,m n sd,ues. mot- Fort Pierce, FL 34946 ogyrigbt 2Gl6 A -I Rnaf lasses-dethooy i.7ambo'lI. P.F. Reiolodumim of this dolnmeo. inmy form,ls Probib'ded x3boarthe trines,pev.istia.from4IRw1 Times- dethooy L ISmie ill: P.E. Job Truss Truss Type Qty Ply HOMES / SANTA ROSA A0181393 WRSRCLM FL07G Floor Girder 1 1 RYAN Job Reference (optional) Hi Koor € russes, ron r€erce, rL o4a4o, oeslgnLa aruss.com 8 1-3-0 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:17 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3_Ndzeg Nj-Du rJw5W p_?Em61DgU?24QmH8LT56xo3919s_gyyBJdy 13 i 0-8-0 i II 3x3 = 3x3 = 3-8-0 3-8-0 Plate Offsets (X,Y)— 1:Edge,0-0-12) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) 0.01 5-6 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.50 Vert(CT) 0.02 6 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(CT) 0.01 5 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 20 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8 = 945/Mechanical 5 = 953/0-3-8 (min. 0-1-8) Max Grav 8 = 945(LC 1) 5 = 953(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-1076/0, 3-9=-1076/0 BOT CHORD 7-8=0/1076, 6-7=0/1076, 5-6=0/1076 WEBS 2-8=-1311 /0. 3-5=-1311 /0 NOTES- (6) 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) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 6) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-10, 1-4=-350(F=-250) Concentrated Loads (lb) Vert: 9=-623 k'axN%sraatsg!Are•ky 14':tEvslrUia'ift:!r'i.-.6[(Q..IJ r:}Ilt t(r%.SPJ."I#II(E'pi4 YS¢s r1S F M1II kf 4Hfltr Mb: it Rlf[SS 6?':jl'AY1Rr id fElbtN i.€f/fl(,l..Ith!tk4$hf9llrPR flt K:9113Jt i tl ri't rF,ftN d et;,wwpn es'.:knNk 6e ip6nis>ida r..ip iegna „ecautigtm aaenmiae exersr . 'h >t i.d mpapq.:yfiitn hr Prievggsest s.ns He F}Bxkifli ::ea n:«sties, ur ,n.Pa Anthony F Tor,bo 111, RE. si [><dsg r cs ibma+ug s :i t. ue :gar as :sm aka uyw er&Ps.aSk aP,uzr [a sie 4. Kw4rmdt anl;Ner N€ tx mMadeile.; vlr eau wise .;,.g»q Baal ;r x.mw.t au:y fal:r fP wr<s.tii rd 3 8In83 W.44N:apaal fnPxx iretx td atdn i'bmt>gHztses ![r#at:s #. de l 6rnn#f (tmxenx tG4k$ltskdk asS .l su eru is rardrMw iP`#lns ieuyn,#5p e lAes#tint sxBes .trss A+ Fegxp rk?n„M §rtnx.Hfesc r usise #dptAa:PFYJ sgeN e y r ryM eRFx'ies a*d eL ;kiesS J.vp Eepiur7s%J k paxul ie5rpu.n Fns:rsgP aruerdtn f[taer.l up 7A;rsswsa E ad s iN.i_ 44515r ude Blvd, e Ftxt Pierce, FL 3494f, CPpyrigli'L°EBt6 d-i RaPE Ifass s-Art@sPrlA-bi,I11.F.E, t!FraduftoP¢#liis defuaert, is oaq f:3m; is Frc&ibirod.itbnPl lde wnt3tP paraitvu boa A-3 Ecoi lrenes-Aal6cetLlnm4a111, F.E. Job Truss Truss Type QtY Ply RYAN HOMES / SANTA ROSA A0181394 WRSRCLM FL08 Floor 1 1 Job Reference (optional) m i moor s russes, rorn rierce, rL 34U40, oesign a rsruss.wm 0-4-0 1-3-0 „ 2-6-0 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:17 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-DurJw5Wp_?Em6IDgU?24QmH80T1 DxIX919s_gyyBJdy 0-8-0 2-1-0 1-3-0 2-4-4 , 1-3-0 0-H 8 0-2j 2 3x3 = 3x4 = 3x6 FP= 3x6 = 3x4 = 3x3 = 30 11 5 6 7 8 9 10 11 12 13 14 1-7 3x6 = 3x6 = 3x4 =3x6 FP= 3x8 = 3x6 = 20-11-0 Q-4iJ 13-8-8 20-5-12 20--1a dIT 13-4-8 6-9-4 0 0-4-4 LOADING(psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2(flat) *Except* T2: 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) *Except* 62: 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. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 = 700/0-3-8 (min.0-1-8) 16 = 336/0-3-0 (min. 0-1-8) 19 = 1220/0-4-15 (min.0-1-8) Max Grav 1 = 723(LC 5) 16 = 345(LC 4) 19 = 1224(LC 13) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1-2=-747/0, 2-3=-745/0, 3-4=-745/0, 4-5=-2023/0, 5-6=-2023/0, 6-7=-1768/0, 7-8=-1768/0, 8-9=0/423, 9-10=0/423, 10-1 1=0/423,11-12=-322/0 BOT CHORD 23-24=011667, 22-23=0/1768, 21-22=0/1768, 20-21=0/1215, 19-20=0/1215, 18-19=0/322, 17-18=0/322, 16-17=0/322 WEBS 10-19=-311/0, 1-24=0/989, 4-24=-1020/0, 4-23=0/393, 5-23=-412/0, 8-19=-1516/0, 8-21=0/893, 7-21=-441/0, 12-16=-420/0, 11-19=-730/0, 6-22=-315/0, 6-23=0/667 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. dgel CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.64 Vert(LL) 0.17 22-23 954 360 MT20 244/190 BC 0.75 Vert(CT) 0.23 22-23 714 240 WB 0.47 Horz(CT) 0.02 19 n/a n/a Matrix-S Weight: 108 lb FT = O%F, 0%E 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard M rM-nnv nmKlnrz.kx ne'l I fO`19',t5.k 3'"iEa3klIWSbEJ461110!K(Uf':ONiGIP'3it[IIA!EBiYEXPMe.lrtn/a:i lata?IfirM nl uutu s Lens L4fipeWexW!IR"; and net[hwr LresEa li&;P..Ieh;n,55e[leitte nt. &kss a'kx'wlst sxMnne l"B. ufr ititis rxr. sidle am:gs'ceukrta esttrtssgnmrEgaz r rasErb n nioufrne wr n mm:eynxedn+rya amis r,q a sgm.w tmga : k erammmetbg nit,.te filI txn yt _ .Im,,.ira da roof Anthony T. Tombo III, P.E. m?kiln ur nr rr ianrmbmaotr.la art,::: l.qr mmir.nmeb aua 4.x gr,n;ln+d = 80083 ne kilkq p•sae [ranram lllrn.n:lvlo dnrn.rz: Ipeef nnr kimq Eegnnlshq Nm .m usrrskrhr aucs na am: .x. r: kxr iPH1::nr.ym:.muit, mtam,:nls:t a„wr:..:.eu kap;en. me In:s xr.«ma.x:ukss 4451 St. Lucie Blvd. enn.,mMedM rianMyM lr2..ipak.Igmn nrned.lieri,s Dena Gyae. isk lde lallyaesiga Lrs: Srsk. Eyasnd ,MINq. N:yM-.d-.x. ne as 7dn,ia Tn Fort Pierce, FL 34946 CgyrigM 2g185-I Raoi Uuisys- dntho.yl. lamb. III: P.E. Repsodnrti,w. at this duumem,i...y form, isp,ohihOed withwillt.,iota pnmissianfrnmAIRxf Times Aet600yi.lamboill:101. Job Truss Truss Type Ply RYAN HOMES / SANTA ROSA A0181395 WRSRCLM FL09G Qty Floor Girder 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:18 2017 Page 1 I D:fXMofrMa Vb?Z7FFUeY3_NdzegNj-h5Ph7RXRIJMdjvos2jaJzzpLrtV6gGdJXpbXCOyBJdx 8 1-3 3 — 0-5-4 3x3 = 3x3 = 3-5-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL) 0.01 6 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.19 Vert(CT) 0.01 5-6 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix-S Weight: 19 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP M 31(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8 = 1094/0-5-0 (min. 0-1-8) 5 = 798/Mechanical Max Grav 8 = 1094(LC 1) 5 = 798(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-565/0, 2-3=-791/0 BOT CHORD 7-8=0/791, 6-7=01791, 5-6=0/791 WEBS 2-8=-958/0, 3-5=-958/0 NOTES- (5) 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) WARNING Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Standard Vert: 5-8=-10, 1-4=-100 Concentrated Loads (lb) Vert: 9=-779 10=-749 Xuud fleeu vsras!ie!kad-kF.T7[uSin Et:iig E.NBaF't418CUA'r7._:fF£ilii?.d!U'iK%73 GNfXE'Mie iwfi-k>go tsemNsrsad leer mk:n?ess[;,iieraru iiCEW eirisat!€. ieagai;i.taekeaa 4Le lehrt €x itdes; ehnx e 4edn3c r4&,nl+ d+d. m iess ie.n MGe16Hktt+ d a i q+; .`r «.mtce x:epnc n Kest ,w«p>» nrnp+sa.inM.a pa>r niur rw+Mi Mauro i :. ale::,"p :: p, aRn Anthony T. Tornbo I'e, P.E. W.'Oxnrn:Mat es a16D ,x. He mamr e n,uNew wif'NKW1.64wpi nni tuWPr Miu ,u d rce.«: n;xi.e.si s x vna:x 80083 fel 'g ni(axstw :d s se w sde TM Mhepztees ui ud'.mere Wm" Maxa%e tt.,f,t siela ea SKI ehett ei P-101 i! 3 neslera}n.e:, en iAestMt.ss 3esgm.ins pile Gg ea al-msk mie: mfxss 4451 $r. _;Ice Bind. a3«z<1naMeaaye,a3 ,:<aa.rant x e;wm,a rkF s Fix::aa. # r xtt, r,:,.,etar t w:aH..x ra Mx,, uen a,a in.i. Y Fort Pyerce, FL 3=946 topy6l3i 0 2016 A Roof Imsti-Aatlaay L lomEa fL, P.E, lapsodomon ei ibis dow-ot, in any IT: is probihhai.iibasi iha w9rto pzrmlzsioa hom A-3 Eooi tarues Antdexpt.Iamla 3t€. F.E. Truss Truss Type ab Ply RYAN HOMES / SANTA ROSA A0181396FJobRCLMFL11GEGABLE11 Job Reference o tional n i rtuui uuooca, run rice .,moo .,•y`, .,..,........ 0x8" 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2011 Mi I ek Industries, Inc. Thu Dec 7 16:24:18 2017 Page 1 I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-h5Ph7RXRIJ Mdjvos2jaJzzpRXtYOgJeJXpbXCOyBJdx 0x8 3x3 = 26 25 24 23 22 21 20 19 18 17 16 3x3 1-4-0 2-8-0 4-0-0 5-4-0 1-4-0 1-4-0 1-4-0 1-4-0 6-8-0 8-u11 e-c-u V-a-u 1 4-0 1-4-0 1-0 1-4-0 1 4-0 1-4-0 1 4-0 1-3-0 Plate Offsets (X Y) [1 Edge 0 0 12] [2T0-1-8 0-0-12] [29'0-1-8 0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 20 n/a n/a Weight: 72 lb FT = 0%F, 0%E BCDL 5.0 Code FBC2017/TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 15-11-0. 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- (7) 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT' form. LOAD CASE(S) Standard r#;,ctu.t> w.brT SEUMR.9RY'RttPd-J(nlNHD1loll kiu P—ftmdra14.ft, T-; s Nq l i+elm,aesm t' 9,.tm.,aiffar uraa:wss9.r.ca .v*s,sU,a R.E.s46rAnthonyTTomboI im, rxxx W*3 80083 ifigSeupNtaQ ax-: awns:aw netmwa,x**< Hmr[+m+ane aa rQ!mssrcrauau.E s,dQ ,tleu:i.a tali»l Y.ix ar.'ass+rc.mttEsmt:ass i.,rn,w eFr e.r,x,axx a4515t vcteBlvd. xkw»se#:»t;e.artn agedzpQeect @rE pfie, inh t' b l:ns 3esipE m. N7 if thdq:esigr.arrn.isriaigeawdmirony. to war..nt;a: ias r, h`aafpifl 1. Fort P.efce, FL 34946 QPy{tgll ti: snice-i QQl1fDSSRS-ACIECF.Yi.QQi§Q I)i, I',E IrCPfQdtlttiQQ Ql lhiSdCl¢Q1dRE 111 tlCf EE!#; 3S Pt0?ERCd'wAM1OCI ihC Wl iCQ yt[MISSEQQ i QSi l-r{QQI IIQS$E$-ACiIIC:=l.l4C;9atIE; P,t. Truss Truss Type Qty Ply RYAN HOMES / SANTA ROSA SRCLMWR FL12 FLOOR 4 1 A0181397 A, o,.,..r------ — --_- 1. -. Job Reference o tional 0-1-8 H 1 2-6-0 3x6 = 2 3 cun: a. -IZII s rvov 1 Z Zu1 t Print: 8A20 s Nov 12 201 7 Welk Industries, Inc. Thu Dec 7 16:24:19 2017 Pagel I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-9Hz3LnY3 VcUUL3N2cQ5YVBMS?HjYPfvVSmTL51gyBJdw Dead Load Der. = 1116 in 3x4 = 3x3 = 3x6 = 4 5 6 7 a ph 13 12 11 10 sx4 = 3x6 = 1 3x6 = 3x6 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.20 12-13 >941 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(CT) -0.27 12-13 >692 240 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.04 9 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 81 lb FT = 0 % F, 0 % E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) LOAD CASE(S) WEBS 2x4 SP No.3(flat) Standard BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9 = 852/0-3-8 (min. 0-1-8) 14 = 858/0-7-4 (min. 0-1-8) Max Grav 9 = 852(LC 1) 14 = 858(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2512/0, 3-4=-2512/0, 4-5=-2727/0, 5-6=-2488/0, 6-7=-2488/0 BOT CHORD 13-14=0/1555, 12-13=0/2727, 11-12=0/2727, 10-11=0/2727, 9-10=0/1588 WEBS 2-14=-1720/0, 2-13=0/1058, 3-13=-299/0, 4-13=-513/59, 7-9=-1743/0, 7-10=0/995, 5-10=-713/50, 5-11=-96/257 NOTES. (6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. Anthony tmq-H qae¢ '.>t Yne Ella. irSsS'5: -.i FK AE IiWS6J%fga,g iJS`OM"HH"r :t(K6,-B:Elbllfkr Mn. Iyatk TYa VatnEresf '. 3o t Ce ipdt vt P`;WMItMytE hlt..iM t Sxrtelae+t= te4 ak iu sThf R r'&.ulr161attala /mss+dtk vtlxRc .Oavk iN. as tr oFga H.nnr Eta N ,q iMrermr:l tarceHnaedfi Hat vtnletrn iq IanaiiNh te:ks•dNe snr4k hrrt I`, ta@ IF ni tHl i b qs luiai niKw ,.anbum P.E. th1 neA . hwpq y R r sia In Aq Crr Kx a.ees tlnrs yat n. &ar pa pe as wkddu t kkWd rlp tiq iue7 kpp.19 W IN ae.W tlT;: itAeiy vna Wry NxPn k akN p mryd T. Tombo III, uaiy D. si ati twkaM Kam e<aaAlfoc .xHtna,tH:uuw axuncaxst n w,.nsgHwttHr. m ro.aawte s mpu,t_tn-lent ty..smant ax ones+n:ta.,o:v,, ttt,w,„a n. E,t::x raw«.:.. 80083 runm«r apt:ewetH ep. anK.a ,mtn>a t>etra,re.svxtgaee i:K rmw:u yott ra,,ate:,.t fr tro.s'u .:a Hwnd: ,ast:aci.tasint 4451 St. Lucie Blvd, Fort Pierce, FL 34946CtPyrigpt141dAIRuaiTnsszs-,1a)hony 1. Tam5aill: P.F. Rtatadaniaa nlihis docamunt, in my ftrm,is Pmk6itzd'Kifhonnpt a7itlen Ptrmissitafrtn4IRulTntszs- drahany T. inm3t ill, $I. Job Truss Truss Type Qty Ply RYAN HOMES / SANTA ROSA A0181398 WRSRCLM FL13 FLOOR 2 1 Job Reference (optional) M!mool r ruses, ron nerve, rL 0,tv—, uu.aw 0-1-8 H , 2-6-0 017 116 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:19 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-9Hz3LnY3VcU UL3N2cQ5YVB MS5HigPebSmTL51gyBJdw 2-4-0 I 1-3-0 Dead Load Defl. = 1 /16 in 1.5x4 II 1.5x4 = 3x6 = 1.5x4 11 3x4 = 1.5x4 11 3x4 = 1.5x4 11 5x6 = 1 2 3 4 5 6 7 8 9 a a 8 14 13 12 11 10 3x4 = LOADING(psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP M 30(flat) 'Except' T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15 = 847/0-6-14 (min. 0-1-8) 9 = 847/0-3-8 (min. 0-1-8) Max Grav 15 = 847(LC 1) 9 = 847(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2479/0, 3-4=-2479/0, 4-5=-2587/0, 5-6=-2587/0, 6-7=-890/0, 7-8=-890/0, 8-9=-892/0 BOT CHORD 14-15=0/1530, 13-14=0/2587, 12-13=0/2587, 11-12=0/2069 WEBS 2-15=-1692/0, 2-14=0/1049, 3-14=-335/0, 4-14=484/140, 9-11=0/1182, 6-11=-1303/0, 6-12=0/859, 5-12=-433/0 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. 3x6 = 1.5x4 11 3x4 = CSI. DEFL. in (loc) I/defl L/d TC 0.67 Vert(LL) 0,2913-14 643 360 BC 0.80 Vert(CT) 0.3713-14 497 240 WB 0.56 Horz(CT) 0.03 9 n/a n/a Matrix-S 6) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard 4.6 = PLATES GRIP MT20 244/190 Weight: 78 lb FT = 0 %F, 0%E ak,y. nx! w,.dp«. r'na msl rmca;x;r ctEau lion n:;n wnsn,usrau;tor:n ueuareeu;nr !e rr atop e!t,: t!a.n: wt l,!t a,ar..ina; +n. 1. rests ir: r. EdGro, s.nEd.r.t!. ed<t,. .i,! mM. rn. wr t*1!—.owa :ank!oaWsr rce rrda.a:rtms ays hima.ia, sp.M 6p.a!„ e!:!d M,!p!,o !.acres du! pdr:smwon !li3Od*,,.*T- epma. on, M 0,.d. In 1. T. ft,-p 1t ift;. odywb.c:Aum Anthony T. Tombo 111, P.E. ainedrv, Fmtb.sd*M ar!prowmd*!n..r!.*.o.M MMmeegrtwMMNgBsiga,'s&ndendb!C*rLL(alii!wilriliged!wit} laryprtdd*rNDaFrifxNrsrd*e1:.ss:iedFykWsr,tMrye.mW.Awsikw:xsidlbku-,p!i!/k!d =80083 Me4: lfq 0ls pem[.asbr. lawn -am Wine mdaspMm./pddxs dti lal*ry rtq.mlSd!p N.sdw,i(S6pbbk/!(r"alStU seed r'a,F-9pibal. 141edrcs *r resr..vN*n aad*nerd l saupqTan a!qa hm—i I— p..d.,W-drss 4451 St. Lucie Blvd. rMiwh! edaMNr:wtgeeiepa*sidrctFsl prttn nnPod.i.lro,. nnphr'mei is Fs,tMrsmiq anpa.m Lns Sans hpex dmkmq dN urMi:dnrsseanmheNairrl- Fort Pierce, FL 34946 opyright 0 7016 A -I loci T!nses- Anthony 1. barb. ill, P.E. Rrtodudiaad this dommeat, in any form, is prch4iW.imout ihnwritian pmmis6on from A -I loci bosses- Anthony 1. iumbo Al; F.E. Job Truss Truss Type Oty Ply RYAN HOMES / SANTA ROSA WRSRCLM FL15G Floor 1 1 A0181399 Job Reference (optional) nI nwt rivaaca, run rroisx, r oynyo, ueslyn wal a uss.wm 0-1-8 H 1 2-6-0 I 1.Sx4 II 1.5x4 = 3x8 = 1.5x4 11 Tj0t 1 2 3 0gg22 J21 . 9— 19 18 3x6 = 5x8 = Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:20 2017 Page 1 I D:fXM ofrMaVb?Z7 FF UeY3_Ndzeg Nj-dTXSY7Zh GwcLzDyEA8cn2OvY_g0i8?jc_74e HGyBJdv 1 2-2-8 l 1-3-0 ON-B Dead Load Defl. = 1/8 in 3x4 MSH422 1.5x4 11 3x6 FP= 1.5x4 II 3x6 = 1. 51 II 4x10 = 1.5x4 = 4 5 6 7 8 9 10 0 23 0 0 2 y 1m 17 16 15 14 13 12 0 3x6 I I 4x6 11 3x8 MT20HS FP-- 7x6 II 4x8 = 3x6 11 10-4-0 12-11-8 19-7-0 10-4-0 2-7-8 6-7-8 Plate Offsets (X,Y)— 1:Edge,0-0-12], [2:0-3-8,Edge], [5:0-1-8,Edge], 9:0-4-12,Edge], 11:Edge,0-1-8], [13:0-3-0,Edge], 16:0-3-0,Edge], 18:0-3-12,Edge], 21:0-1-8,0-0-12], 23:0-1-8 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 0.98 Vert(LL) -0.38 14-16 602 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(CT) -0.53 14-16 434 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(CT) 0.08 11 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 117 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except* T1: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11 = 160910-3-8 (min. 0-1-8) 20 = 1202/0-7-4 (min. 0-1-8) Max Grav 11 = 1609(LC 1) 20 = 1202(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4041 /0, 3-4=-4041 /0, 4-5=-4041 /0, 5-6=-5468/0, 6-7=-5468/0, 7-8=-4674/0, 8-9=-4674/0 BOT CHORD 19-20=0/2290, 18-19=0/2274, 17-18=0/5468, 16-17=0/5468, 15-16=0/5690, 14-15=0/5690, 13-14=0/5690, 12-13=0/3093, 11-12=0/3115 WEBS 9-11 =-3449/0, 2-20=-2532/0, 9-13=0/2004, 2-18=0/1918, 8-13=-858/0, 7-13=-1108/0, 5-18=-1741/0, 7-16=-733/166, 5-17=0/463, 7-14=0/296 NOTES- (9) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) Use USP MSH422 (With 10d nails into Girder & 10d nails into Truss) or equivalent at 15-9-4 from the left end to connect truss(es) FL09G (1 ply 2x4 SP) to back face of top chord. 7) Fill all nail holes where hanger is in contact with lumber. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-20=-10, 1-10=-100 Concentrated Loads (lb) Vert: 8=-698(B) Wrol kt "d*ke 41111,"IIBSt"k`i ift9AE I'LYSd tJnGIILK:;tS?OMI-trr"t's i(¢M-ki[Aik'Xr kre, Ir:drb ig ry rMnt MrM wt c(rst k,ip Drtry!IF.'!alM ldMryt luklF.; i..Id.n'tSottdre &1 dMrite MNaRe fE0, M1 iAlrtcaaeard ssetl u.sN IN .oeakldd. es tn:s Pais Epr ja` adr EEprar ue d aism gmm,a«;rleandM pdr:swlup.xey prddm prrtr,ydue:tipr aNm Oe 11A h -n rn t. raasne Md• 4Nq NCiat.,dmdar Anthony T. Tombo 111, P.E. W.sedk n,skar kiU:ranM nlasrcfAld4Urw,nu0*ai soMnn.pa«MMkivlB.s}a,s4raded dlk C., tle ltf Wtkld b sW Wtn-1. ik gprdd&tNW Nfidl d8e6m;sdeeyleaisl ,Mep. asklHlwwkw-sid!k Yre !dsW ? 88083Oe4nfigPprW[wn«xr Al aces se Maly iCCW3e poEgaWF sdtkkdlbi 6igeealSdeh N«adw+xSgp151ktki..WS41q. ide4airw rrs pN wi tnlierasn„y„waien Warn:dlk t,3:, k, «, sn,s Ee ip;sw«r Winss gad«r««akss 4451 St. Lucie Blvd. ak*lu ataNkr:anrdgWpaursna t!«t µtie ardrN. tkrn,servp rya«isrrner uar kdpm,«Lausrda repu«da,.kluiq. sn rpad'eN:mr; «r rs adbNnm l. oppidhND7111dAilaafUusses AnthooylAmbo116P.t. tepsodurtiunofthis dommeotinany form, isprohilliledwithouirloa inenpermissinnfroaAIloofTrnses- Anthony Lfnnboill; i.t. Fort Pierce, FL 34946 Job Truss Truss Type Qb Ply HOMES / SANTA ROSA A0181400 WRSRCLM FL16 Floor 2 1 RYAN Job Reference (optional) A I K001 i russes, run rierce, rL J9y90, uea yi ilw,a nr uaa.wn. 0-1-8 H 1 26-0 — 1 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:20 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-dTXSY7ZhGwcLzDyEA8cn2OvclgON82Tc_74eHGyBJdv 2-4-0 1-3-0 O-8 Dead Load Def. = 1/8 in 3x4 = 3x4 = 3x6 FP= d S 6 7 8 3x6 = 9 10 3x6 = 3x8 = 3x3 = 3x8 = 3x6 FP= 3x6 = LOADING(psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC20171TPI2014 LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except* T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) *Except* B2: 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11 = 1054/0-3-8 (min. 0-1-8) 17 = 1060/0-7-4 (min. 0-1-8) Max Grav 11 = 1054(LC 1) 17 = 1060(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3335/0, 34=-3335/0, 4-5=-4159/0, 5-6=4159/0, 6-7=-3380/0, 7-8=-3380/0, 8-9=-3380/0 BOT CHORD 16-17=0/1980, 15-16=0/4159, 14-15=0/4159, 13-14=0/4072, 12-13=0/2023, 11-12=0/2023 WEBS 9-11=-2221/0, 2-17=-2189/0, 9-13=0/1500, 2-16=0/1498, 3-16=-291/43, 6-13=-765/0, 4-16=-1154/0, 6-14=-228/548, 5-14=-282/71 NOTES- (6) 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 3-1Od (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. 19-7-0 CSI. DEFL. in (loc) I/deft L/d TC 0.72 Vert(LL) 0.4113-14 563 360 BC 0.91 Vert(CT) 0.5513-14 421 240 WB 0.71 Horz(CT) 0.08 11 n/a n/a Matrix-S 6) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard PLATES GRIP MT20 2441190 Weight: 96 lb FT = 0%F, 0%E gwdq FI,e11mgllerenex Ae'1IIOSf'mss3 l[P;,.fR3AfIEYs6 7YOIIICaS:Js*b4 iiw`f1UClai EaGi[EkrM t.mr ksq.pte«m,rW,esl Wes aths r,ex hvpOrtvslQpJ; ml lk lrlfwr t. r.6.k iu; t..M, ;e iis'refirz.v EdnsdM: ardel R (M. Wr fliki.<wren OhsmkeselWU'OC Nk,dt. As.r,n,50 gVEge» ie,4.,an[.p-.;.n". .d.m s p"es..Me ,dmrrar::i ltq.,,igrrr.:Mnnt.,roki:pa+e:n*rm: I.M. ems 1K.. lnt. ixnup me.[ s, ri rs4emcumrm Anthony T. Tombo III, P.E. w.s d :iv:wre»mR, rr..riximda*u.,,e.c.,. WkwagW,w wx,ro i ,Alewiendnen[,neix rm.um:ukrr.kWrnt rk meidremomarrda 80083 ne Glfer O•s r mi [maMx AIW ssn.d'n lkrbe.d bepkim siuwlArs dtfe tnlGq[xpneN Sden lda em asp r•'kr lr rn mruu.:<d urx,dpu.xe 1nl.rrrtrrgms i.krman.rdner .,a:r; joss k.l5.:yw, ai in::x .a..a:,k., 4451 St. Lucie Blvd. mn.rse.dedh.i.e.oey gmnnba k, dlpma gnhei lmI nwdm [q'muisl_rtlewufy&sl}e_i sEna DM.ead I,wjhq. IDl mwb,4 nxsnm WWI It Tht Fort Pierce, FL 34946 right V 204ll-I Raul6esses - Whony 1. tamba ill: K. leprol daa of this dwomeot, imy form, is Prohi ited witdontke niikn Permission has 6-I loot Losses- drtiomy 1.lonbe lll: P.E. Job Truss Truss Type Oty Ply HOMES / SANTA ROSA WRSRCLM FL17 Floor 2 1 RYAN A0181401 Job Reference (optional) Hi Koo1 Trusses, ron rierce, rL J4`J4b, oesignLaluuss.com 0-1-8 H , 2-6-0 1.5x4 II 1.5x4 = 3x6 = 1.5x4 II 0 1 2 3 0q1 11 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:21 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3—NdzegNj-5f5gmTZK1 EkCaMWRjr70acRnn4NHtVglDngBpjyBJdu 2-2-4 , 1-3-0 sir Dead Load Dell. = 1/8 in 3x4 — 3x4 = 1.5x4 11 3x6 FP= 1.5x4 11 3x6 = 1.5x4 II 4 5 6 7 8 9 10 yv! t t 1ri 15 td 17 19 tt 3x6 = 3x8 = 3x8 MT20HS FP-- 3x3 = 1.5x4 II Plate Offsets (X,Y)— [1:Edge 0-0-12] [2:0-2-12 Edge], [e LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP M 30(flat) `Except` T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11 = 1048/Mechanical 17 = 1048/0-7-4 (min. 0-1-8) Max Grav 11 = 1048(LC 1) 17 = 1048(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3289/0, 3-4=-3289/0, 4-5=-4075/0, 5-6=-4075/0, 6-7=-3304/0, 7-8=-3304/0, 8-9=-3304/0 BOT CHORD 16-17=0/1956, 15-16=0/4075, 14-15=0/4075, 13-14=0/4075, 12-13=0/3990, 11-12=0/1959 WEBS 9-11=-2166/0, 2-17=-2162/0, 9-12=0/1487, 2-16=011474. 3-16=-291/35, 6-12=-759/0, 4-16=-1107/0, 6-13=-227/532, 5-13=-270/74 NOTES- (7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Refer to girder(s) for truss to truss connections. 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. 12 18:0-1-8,0-0-121 CST. DEFL. in (loc) I/ TC 0.72 Vert(LL)-0.3812-13 > BC 0.87 Vert(CT) -0.51 12-13 > WB 0.71 Horz(CT) 0.07 11 Matrix-S 7) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS 8 CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard US= 3x6 defl L/d PLATES GRIP 610 360 - MT20 244/190 452 240 MT20HS 187/143 n/a n/a Weight: 94 lb FT = 0%F, 0%E Rxaq-Mees+aaayQrr.ks6,11 ONRUSH,^Stltil's; MEW IMr(COM!C:P.1;Mi'D!MkwIr€MV,W.,Fais ksFpaeaaa+ai lid .4!nr. Ems Engrdit wirwl.+i. Mr:. We- Ser W. m, bills, iatin r0inv T.m: ah d: a:+.«rpaFs++a asio-la ram: ryma :iashsaa:+xaaloo K :ap euxk;,xpaay.r:na k aesyl atmt mr sami-:ukp++.p.,,rw.+ aia at.,+ an r roes,; + .p+wcmtlkC _n+U aa' wma a+paan+k:mrr+sy+a,a r+ txn+at, rdro aa ;+n.i ni.tuan+,aaart ar ,+aa+ n+.a r; 6 .n ;a .ak Ankkrony T 80083Tombl ;. P.E, y 1 . esM:kn ana s8u 83 x+ta:ey +: µ .w(xaaxr :4r+ aw.0 raaaap++s.alw,an9.aw&4(+WWt4K,mausr.ru;a+da Nmsbea,m+ea m aalaka+ ttr kv++*+r+qa.x aanita+ssmt.,+st+,a.l„:,n.,,p(,rww etmsr.Aaam3,++:+ otariu knMbr(w: rJ geel Ha4 i.tisr k+4 W'a hN !se t s+4+ bJ M .+ryraaav WOR,;4mm-afa.csasrsk!rdeRN. 4451 St. 'Lucie Blvd. p t+awa T.Eieg 4eupx alms rskes Fart Pierce, FL 3<946 Copyrirbi Z t8lf A-1 Real trosses-6niAaay E lombo ll , L€. iapmdamon of Ibis dow—L is uy I'm is probib@ed.;Tboal the writsm pem¢seu hom Ad teat lasses-Aorboay 1, lemba 111: P.E. Job Truss Truss Type oty Ply HOMES / SANTA ROSA A01814O2 WRSRCLM FL19 Floor 2 1 RYAN Job Reference (optional) Al Hoot 1 russes, r-on: Fierce, r-L ,saavo, oesignLa iuuss.com 2-6-0 1.5x4 11 3x6 = 1.5x4 11 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:21 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-5f5gmTZK1 EkCaMWRjr70acRgG4OStW91DngBpjyBJdu 1-10-2 1-3-0 Dead Load Dell. = 1/8 in 3x4 = 1.5x4 11 3x4 = 3x6 FP= 1.5x4 11 3x6 = 1.5x4 11 4 S 6 7 8 9 10 17 16 15 14 13 12 11 3x4::::: 3x8 = 3x8 MT20HS FP_— 3x3 = 3x8 = 3x6: 1.5x4 II LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017frP12014 LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except* T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11 = 1030/Mechanical 17 = 1030/Mechanical Max Grav 11 = 1030(LC 1) 17 = 1030(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3213/0, 3-4=-3213/0, 4-5=-3937/0, 5-6=-3937/0, 6-7=-3223/0, 7-8=-3223/0, 8-9=-3223/0 BOT CHORD 16-17=0/1916, 15-16=0/3937, 14-15=0/3937, 13-14=0/3937, 12-13=0/3872, 11-12=0/1919 WEBS 9-11=-2121/0, 2-17=-2118/0, 9-12=0/1442, 2-16=0/1434, 3-16=-291/20, 6-12=-718/0, 4-16=-1021/0, 6-13=-242/484 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Refer to girder(s) for truss to truss connections. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.56 Vert(LL) 0.3212-13 711 360 MT20 244/190 BC 0.79 Vert(CT) 0.4412-13 516 240 MT20HS 187/143 WB 0.69 Horz(CT) 0.07 11 n/a n/a Matrix-S Weight: 92 lb FT = O%F, 0%E 6) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard aay naraa a ma.s'z r; =lruK> tux: at e4s:cc nstncca olstcm r unr as.rnaa; ,« euawa ;n,;. coarr tc[ w nrni.;asria:adriaxrtca: + iti:a;aaarpxacsnkndlafi'SQfhk,eld. is, 1„;k:wcq'r.,`•q h l«:aa.r1[4:r,a oa;u sdue,d<aaainpmdq„p,aae,akreupksr;alkl;nsip4dan t39«r.«ini.ivasgrm .:,mot: ,.p Anthony T.Tomtmt!;,P.E. udnla;,mald;narasawsuswm:xe.M m..lryda kmgbgs.,uo ad dex,a"aaMdiei.r;k«nrrxWaaiwi ..awu ON, "kx:u.d t80083 akms apr«raaxn aax,:awamreaaaun,« =a,7a aawt a ds maitac u kda nae cerRr aaxyn x., rn a as ;rya: ;adAnarrarnrk a:ra:,4 ,paa«ra,:w Y.an: 4451 St. ;ure Blvd. c1a i:rktxKnr.me'r7ga1 qa 4ae Nst pies aahN.!kl.ss iesigagan i.N], 8r trixy assxh:sStrten i ivevdmkral, ;r uidcaedfresmr; W. aiuIF41 Fort Pierce, FL 34946 Eopyripll0fO16A-1 W1,15ses-Andeopl. lombo III, p,E. tapro&ait ovi ibis dri mert, inuyfarm; ispra6ibikd.ithoeuh—inen permissi.homA-I teai iraa4es-Amdaet l.lomla 311, P.€. Job Truss Truss Type atv Ply HOMES / SANTA ROSA A0181403 WRSRCLM FL20 FLOOR 6 1 RYAN Job Reference (optional) Al Kooi i russes, ron rierce, rL JAU40, aesignLa I uuss.com 2-6-0 1.5x4 II 3x6 = 1 2 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:22 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-ZseCzpayoXs3CW5dHZeF7p_uYUIPc?euSRZIM9yBJdt 1-10-2 1 i 1-3-0 , 1-3-0 q 3- Dead Load Defl. = 1/16 in 1.5x4 11 3x4 = 1.5x4 11 3x4 = 1.5x4 11 5x6 = 3 4 5 6 7 8 9 15 14 13 12 11 10 3x4 3x6 = 1.5x4 11 3x3 = 3x6 = LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1,00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15 = 820/Mechanical 9 = 820/0-2-12 (min. 0-1-8) Max Grav 15 = 820(LC 1) 9 = 820(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2361/0, 3-4=-2361/0, 4-5=-2432/0, 5-6=-2432/0, 6-7=-859/0, 7-8=-859/0, 8-9=-861 /0 BOT CHORD 14-15=0/1 474, 13-14=0/2432, 12-13=0/2432, 11-12=0/1986 WEBS 2-15=-1630/0,2-14=0/980,3-14=319/0, 4-14=-418/170, 9-11=0/1141, 6-11=-1246/0, 6-12=0/746, 5-12=-347/0 NOTES- (8) 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9. 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) CAUTION, Do not erect truss backwards. 15-2,12 a CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.97 Vert(LL) 0.2413-14 754 360 MT20 244/190 BC 0.75 Vert(CT) 0.31 13-14 577 240 WB 0.54 Horz(CT) 0.02 9 n/a n/a Matrix-S Weight: 75 lb FT = 0%F, 0%E 8) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard rrK w•aa r>msv>; sru:r 6x u •~sw s ccrnr, rs:ri xra u;;cu r as m• 4. ,a:r«as«ar;nr,ar*sl,,,:.r.,q,r.. ur,nEsanaa RG ,:,;.;>c A a,«± d.a.tn dt. inr :va,.pn, :,xo g .m.s,wdaa. ' Anthory T. Tornbo IN, P.E. xd.danr,a.s+#.gnargxtl.xc e..,d.dgwxka agsp.,.a ixnxie,k miadgd.q;a..nllagp,Md6r .ngx aancxg awwp,rn ek.yndra .fit 80083 sg.:,:aw4m,ramap a„orP'k., tm 1-0-.vp rw«w?ms aaax..dn, 4451 St. _uc a Blvd. ivawd». rngW"iii.t4 rµn"m*d.o,nncgdptig xi. ga. t 1-sm. dm149q.0 ad*.,.,:+tlarni. Fort Pierce, FL 34945 C. pyrighl tDl6A-Iga.11asses Anrh..y1.).m5e ilt,P.E. lepwdt'am a this d.c®mee!,ia.q lava is probibued.Ab"I The wflt;npnmissitI'm A -I Wi lams- A41hCRpL lor'ht III; ItZ Job Truss Truss Type Qty Ply HOMES / SANTA ROSA A0181404 WRSRCLM FL21GE Floor Supported Gable 1 1 RYAN Job Reference (optional) Al KOOT I msses, rori Tierce, rs- svavo, ueslgn[wa I Iru59.W1T1 -. o.. - -t' -- --. ...- . -.. --1 -1 oy_ I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-ZseCzpayoXs3CW5dHZeF7p_6LUwtc7cuSRZIM9yBJdt 3x3 = 1 2 3 4 5 6 7 8 9 10 11 W1 ST1 ST1 ST1 ST1 S1 p. 5T:1 p STt ST1 p STt ST1 YV2/ r 25 k al r. 18 17 16 15242322212019 3x3 12 13 v 14 30 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/den Uo VLA I t5 GKIN TCLL 40.0 Plate Grip DOL 1.00 TIC 0.09 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Ho7(CT) 0.00 14 n/a n/a BCDL 5.0 Code FBC2017rrPI2014 Matrix-S Weight: 68 lb FT = 0 % F, O%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 14-10-6. lb) - Max Grav All reactions 250 lb or less at joint(s) 25, 14, 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- (7) 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1A-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT' form. LOAD CASE(S) Standard Namt fleest Xgh, rain 0.11t JrRBSi!"SIUM,E'XD7t'.tX40.iwh X wly CO.—* plftw-kx41. fit latti—Isi. .Pnkst,*i,.sto. MIN "mw-mwi t.XAet!.W.P_.rt;MAkx In rK iesr rki,*Ix, k;smafia Til .. In 1. Anthony T. Tombo 111, P.E. 460083 ni.0 ttktins,WartxYgitmrrpxswunXdel w>xtp5111k pe4rWkklgXesgia,ntx X 7r.X+t B'w 4d 4kbj;.k nl ikgpewatle l;ba:ar htu ,idle :nir: >sda9. angt,a X6awdkxar odkXt w.:ik'rd UWk" 15*p J(.9.*t AD—tawoa.1,*.,0owWeyWwwid!! Ift."llaFsxFXne .01. 44515L i.ucie Blvd. tXxi.t knM». (.MageN Nt•• 4 nkq h aerXXes na!N. lh 1%, aorh a v is Nil it tAitq hs4m. I..ss.,wn itpxm a to W4 ;. apXa.'mEMe; Xt.: Mxei k IPI4. Fort Plerce, FL .34.946 CapyriXXI Y' iilibA-t ionllrosses- AmhoW.iomho lll, P.E. Xeptadaaion at this do( ... 0,ioanq farms ispolrbaod.ithoouhewrinenpermissisaSom A-1 Ni Trots.-Anthaayl.lemho llL P.E Job Truss Truss Type Qty Ply HOMES / SANTA ROSA A0181405 WRSRCLM FL24 Floor 1 1 RYAN Job Reference (optional) Al ttooT trusses, ron merce, rL 34u4b, aeslgnLaitruss.com 2-6-0 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:23 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-12CaA9baZr_wgggprG9Uf1 X3Tu3MLRG2g5JIubyBJds 1-11-14 1-3-0 2-2-12 Dead Load Defl. = 1/16 in 1.5x4 11 3x4 = 1.5x4 11 3x6 FP= 3x4 = 1.5x4 11 3x6 = 30 11 3x3 = 1.5x4 11 1 2 3 4 5 6 7 8 9 10 3x4 :-::: 3x6 = 1.5x4 11 3x4 = 3x6 FP= 3x8 ::::: 3x3 ,_:_. LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017rrPI2014 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) 'Except' B2: 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. REACTIONS. (lb/size) 11 = ;0/3-10-4 (min. 0-1-8) 17 = 776/Mechanical 12 = 1283/3-10-4 (min. 0-1-8) Max Uplift 11 =-141(LC 3) Max Grav 11 = 188(LC 7) 17 = 778(LC 3) 12 = 1283(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2194/0, 3-4=-2194/0, 4-5=-2194/0, 5-6=-2109/0, 6-7=-2109/0, 7-8=0/862, 8-9=0/857 BOT CHORD 16-17=0/1386, 15-16=0/2109, 14-15=0/2109,13-14=0/1007, 12-13=0/1 007, 11-12=-388/139 WEBS 2-17=-1533/0, 7-12=-1730/0, 2-16=0/893, 7-14=0/1223, 3-16=-326/0, 6-14=-370/0, 9-11=-158/439, 9-12=-618/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 15-7-10 18-10-2 dqe) CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.96 Vert(LL) 0.2815-16 640 360 MT20 244/190 BC 0.83 Vert(CT) 0.3715-16 487 240 WB 0.58 Horz(CT) 0.03 12 n/a n/a Matrix-S Weight: 94 lb FT = 0 % F, 0 % E 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 141 lb uplift at joint 11. 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 d«.q Mems R««¢hr«ie»ne'llkJCr1:US'>:i,^FEUT: EEMOet'Et4:ifCA'KOS;C11Ck ^q[p.;KN9i;i7EYf€1'hin,Fad,lna Fae¢da, aetMW::udsFm; tirr.dyitCB; ni SHleq t.ie€)clN,i;.4Mem 3Ma lenre ne tan; daasue scti aYe fGC, uh tli`d:emam pKn s7€'.k Fsyh,MlCCnis rt6d d i 1S igMa a_:{n St te; u.noryiCA nrt nxupoKtdne€Ar;!mJ!epmrat+:ps3m€r4kehslpghe; i, tapal k[3Psde ,a Ixs ua, ,nµ«:,I amt s,wM.ar AnthonyT Tornbo 1.i, P.E. zt rnea+a E s:wwi+dbpaxmr.sas tsta. n e.n. mrr amtsa«imm ieymm,aa, , mu,m.wxlaas aq;wam nt. rxspsnaamt dwhu as .,,..aw rq,wep.,ara..ermsy,ra:va i 8JC83alapateam€emdr tom:sta0.14MWbe"T.nmtemis»n{newlnq(oopwWcth dmoitarrP"sowolnwWA—datn>rtat.rdFunz. Pl.k n3tn .ac s,ni:ee:te i nsCe kamtu Mbdntur#gMRn..nmigNeC pem,sn,a.N le t.tss pEn ema,#t.ii q h:ma.€rms.nna nexan, `` sa*: rns tas: f€p aw?ms €e.lw,«,shss 44515 "cie Blvd. n Mrbp.tl,tixa aeestr-urasn.l. Eopyriykl (D 7JId A-1 Rmal Lasts-Antlmty 1. tmmle 111, P.E. hpsmdatio.0 this dammem, im mmy to., is psmhib&td.ithw the .,into p—iss;te hem 4-1 peel hosts-Aathmmy 1. Tomb. I", P.L Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply HOMES / SANTA ROSA A0181406 WRSRCLM G03G FLAT GIRDER 1 RYAN 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altluss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:24 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-WEmyOUcCK96nRgFOP_ gjCE3LUIPf4urBv12sQ2yBJdr 5 3-12 10-3-12 15-3-12 20-11-0 5-3-12 5-0-0 5-0-0 5-7-4 Dead Load Defl. = 3116 in 4x6 = II-- 13x4 11 = 3x4 I 6x12 = 2x445Wl 2 1W 2 e. e 11 7 9 28 29 8 30 11 97 7 12 23 24 25 26 10 2 3x6 II 4x6 = 4x4 = 3x8 = 4x6 = 5- 3-12 10-3-12 15-3-12 r 3-12 5-0-0 5-0-0 3x3 II LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.17 9 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(CT) 0.34 9-11 728 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.63 Horz(CT) 0.03 14 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.20 9 999 240 Weight: 110 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 *Except* W1: 2x6 SP No.2, W3: 2x4 SP No.3 OTHERS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-11-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 12 = 1385/0-7-4 (min. 0-1-10) 14 = 1409/0-3-12 (min. 0-1-8) Max Horz 12 = 88(LC 6) Max Uplift 12 = 475(LC 4) 14 = 520(LC 5) Max Grav 12 = 1385(LC 1) 14 = 1409(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1- 12=-1291/504, 1-15=-2648/940, 15- 16=-2648/940, 2-16=-2648/940, 2- 17=-3489/1225, 17-18=-3489/1225, 18- 19=-3489/1225,3-19=-3489/1225, 3- 4=-3489/1225, 4-20=-3489/1225, 5- 20=-3489/1225, 5-21=-2790/988, 21- 22=-2790/988, 6-22=-2790/988 BOT CHORD 11- 25=-940/2648, 25-26=-940/2648, 10- 26=-940/2648,10-27=-940/2648, 9- 27=-940/2648, 9-28=-988/2790, 28- 29=-988/2790, 8-29=-988/2790, 8- 30=-152/401, 30-31=-152/401, 31- 32=-152/401, 7-32=-152/401 WEBS 1- 11=-964/2771, 2-11=-853/472, WEBS 1- 11=-964/2771,2-11=-853/472, 2- 9=-324/914, 3-9=-454/308, 6- 8=-908/2597, 5-8=-783/438, 5- 9=-258/759, 6-14=-1479/550 NOTES- ( 10) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 475 lb uplift at joint 12 and 520 lb uplift at joint 14. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 26 lb down and 12 lb up at 0-2-12, 72 lb down and 81 lb up at 1-10-12, 72 lb down and 81 lb up at 3-10-12, 72 lb down and 81 lb up at 5-10-12, 72 lb down and 81 lb up at 7-8-12, 72 lb down and 81 lb up at 9-8-12, 72 lb down and 81 lb up at 11-8-12, 72 lb down and 81 lb up at 13-8-12, and 72 lb down and 81 lb up at 15- 8-12, and 72 lb down and 81 lb up at 17-8-12 on top chord, and 50 lb down at 1-10-12, 50 lb down at 3- 10-12, 50 lb down at 5-10-12, 50 lb down at 7-8-12, 50 lb down at 9-8-12, 50 lb down at 11-8-12, 50 lb down at 13-8-12, 50 lb down at 15-8-12, and 50 lb down at 17-8-12, and 167 lb down and 100 lb up at 19- 4-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-60, 7-12=-20 Concentrated Loads (lb) Vert: 1=-17 4=-67(B)15=-67(B) 16=-67(B) 17=- 67(B) 18=-67(B) 19=-67(B) 20=-67(B) 21 =- 67(B) 22=-67(B) 23=-44(B) 24=-44(B) 25=- 44(B)26=44(B)27=-44(B)28=-44(B) 29=- 44(B) 30=-44(B) 31 =-44(B) 32=-1 67(B) wxdr- x,n i«umrr,- rw'alra;, rryss8.x!r rEs3rEr E:ns ul mnces:n oxrrrn=ryueera«nuEsr'w«.rMh+enp,aG.e«,a:«s«a,«a,o-.,,aipo-i"JIMWmrawrLr.xOIL r:1,+«n;s V-kalmM Ulf" at"WI—N. 4, rffli.rar xiiai carts adsswAtbe.s,l tw'k'hCNkda. Aseirnsanz, Fq a .,.E«mlr Eryw,aia, swdwar rDr;,p,:msm.rhea.ranrnd:d.arpemigr,sEo.:a ni.h<trsan, si141,es: i,rro<enampaq,,u«18r.r k;ye n:,.prs, Irary:«Nres,;aierm Anthony T. Tombo III, P.E. of.0 ins isnnhiLiN ae y«,altin40,a ,,i.EI«rc eakmei,pa'.«IkWikgP-ge,,ileuaeaafirY ieixMi ivl laq,rk«errl,E.6eyprafhr(D*W,erfieN 'drinfs;md h.Mlir.i,ryraiili.nwri..is,ikR,,,yasaiidia =80083 h.Wngo• ip„w(,.a-, 0W sa AaftIDCneiermxn Ipiairsawrwugc"sdgw arxsgpwshikr« aixa—d:«,dre:r-4piwe:e InInihn,A-4.,3uinatan„dIlaWs,R[sip«,kig411„.weI-Pod:w« W., 4451 St. Lucie Blvd. rdnwn„efriM. E,d.a rp,w,pin,«a h, ri rmis inh,d l',ri,anG*m[ym«rt R.r dr tiNiq snip«_«Lau Sraea Eepr arr 7«Ix,1. xl.gatrd l«as «rrtdaiN imt. Fort Pierce, FL 34a46 oppilkV 2416A 1 loaf hus:s- Amboy L lamb* ill, P.E. Rexeiunina al this Jarom.a is any form, isp,ohNiei wahom in.6"efl peooissi**hon A -I Ra*l brsses- Anthony L lamb* lllaE, Job Truss Truss Type oty Ply HOMES / SANTA ROSA WRSRCLM H03 Common 2 1 RYAN A0181407 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Thu Dec 7 16:24:25 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-_RKLbecg5SEe3_gCyhCylScXghoapTHL8PoPyUyBJdq 1-0-0 1-9-12 4-4-0 6-10 4 8 8-0 9-8-0 1-0-0 1-9-12 2-6-4 2-6-4 1-9-12 1-0-0 5.00 12 1.5x4 II 3 1 2 of 1 2x4 = 1-9-12 1.5x4 II 3x4 = 1.5x4 II 5 Li 2x4 = 8 1.5x4 II 7,0,0 8-8-0 Io LOADING (psf) SPACING- 2-0-0 CS'_ DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.12 8-9 668 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.07 8-9 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Weight: 32 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 299/0-8-0 (min. 0-1-8) 8 = 514/0-3-8 (min. 0-1-8) Max Horz 2 = 36(LC 12) Max Uplift 2 = 180(LC 8) 8 = 284(LC 9) Max Grav 2 = 304(LC 23) 8 = 514(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-175/280, 4-5=-194/310 WEBS 5-8=-295/340 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 180 lb uplift at joint 2 and 284 lb uplift at joint 8. 7) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard Ztnmigfl knWh rierk lllg ilptS St 9'"„iill4Al13dSE oDIblS(JSaOdrWT"i'j2(rFi.(IMY;krkrm.le'dr[r.-p tma¢9msm.Msmdatlan k'ga mE q W, mttl ngagllrek ln.rE teletn,'r $mPtdme-Edrfdk 'ae:'&1 kI!d,W( iGleltnon OM IWO k I'll* A nW dd nstlms Una hwr j pt Mry bp_. WA amq i0degmadsma;gler dkp and unr l _prdihn raklsip d ksw(le! hrW kIW q lfl! Txa ga .pas Odat rnMce sdWim M nedk ssWag Wmm'k,rgmsagdkdram,k0—'AMnaei gW.kWks omq.,m'4 aileddh IrklttMto W.1 m-Wgak M Tfll Ngrd d Its 0 at my ded f$,T.ns;rdadlg kohn1pnshl n:. M kmgaid h lW,prsiiq,4 Anthony T. 80083TombIII, P.F. k Wilfq Desipee:M.,k.Allahs skM kk Pd I paMned pdelksdtie kid.p(ganrsdrn NumrlWl ltSfjidYklerlr mlSttA se edm ebpard piteeeiw ed'neskeespas+Y4ks alkksdlkhcs, ksper„erss gep;gwerMlnsc du.fulwu, adns 'BOOB. imrritrirmmt lta:MM and 4ndme l!tll lanhd. lm tn.s Dn!NI kW iS E:(k W 11 &51 4451 St. Lucie Blvd. apepirlmyWtu.aLau Syskm hteam dne lv llkg-id:gdcel brs,nndmaleT l. opyrigpt0201{ A-I RoofTnsses AotAony 1.Tamio ill; P.E. R, dmioodthis duumam, in Eny form, is ple0ibiled whoul-6wrimn gtmissioo hom A -I Aooi flissn "my 1. lamb. ifl; P.E. Fort Pierce, FL 34a46 Job Truss Truss Type Qty Ply HOMES / SANTA ROSA A0181408 WRSRCLM H04G Hip Girder 1 1 RYAN Job Reference (optional) Al Hoot I russes, Fort YlerCe, FL J494b, oeslgn(maltruss.com mun: ta.izu s Nov iz zu I f rrint: U. izu s Nov iz 4u If MI I— 11—bulub, u1, t nU uct! f tO.c9 c rayc i ID:fXMofrMaVb?Z7FFUeY3 NdzegNj-_RKLbecg5SEe3_gCyhCyIScWKhpQpTYLBPoPyUyBJdq 1-0-0 1-9-12 3-0-0 5-8-1 6-10 4 8-8-0 9-8-0 1-0-0 1-9-12 1-2-4 2-8-1 1-2-3 1-9-12 1-0-0 2x4 = 1.5x4 11 611:1Si1 LOADING SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.08 11 970 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.09 11 902 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.08 Horz(CT) -0.00 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 35 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 358/0-8-0 (min.0-1-8) 9 = 616/0-3-8 (min.0-1-8) Max Horz 2 = 27(LC 27) Max Uplift 2 = 253(LC 4) 9 = 406(LC 5) Max Grav 2 = 385(LC 19) 9 = 616(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-414/334, 34=-360/332, 4-19=-339/315, 5-19=-339/315, 5-6=424/367, 6-7=-304/306 BOT CHORD 2-12=-295/348, 11-12=-295/348, 11-20=-295/339, 10-20=-295/339, 9-10=-285/323, 7-9=-285/323 WEBS 6-9=-447/286 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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) a This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 253 lb uplift at joint 2 and 406 lb uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 93 lb down and 119 lb up at 3-0-0, and 39 lb down and 47 lb up at 4-4-0, and 93 lb down and 119 lb up at 5-8-1 on top chord, and 52 lb down and 110 lb up at 3-0-0, and 21 lb down and 45 lb up at 4-4-0, and 52 lb down and 110 lb up at 5-7-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-8=-60, 13-16=-20 Concentrated Loads (lb) Vert: 4=-26(F) 5=-26(F) 11=-41(F) 10=-41(F) 19=-11(F) 20=-17(F) pady-Flay nuadh onto tu'A 1106i 7tISSS'SE 1EP'y:E19,tE IEtp31[JR/lnflSfltS7nptlgif A(Il;pflKY:nr lore. tnih ktipp.wtalraf apsa!titlnmkfip dery(IL)M N4wELImkIR,E.E. ideeur i'arlehe ru. Eelres Nkrt'.ise MNnpe I51, pitrhawtpr ddts snllneWktx illwktd/. Aselrru OtsEgioewiie.,<.K:mry Dpatr nt talnarj'IgmtpsatrgPoatdnv prdtx»ula5ieariy i;;pn;pith im la nti;edNe sb¢tirt:igidelain il/ah.enn Ini. rxasge s,vetkors, lw;qudnees,sq Anthony T. Tombo III, P.E. tN.ud N,'irss 6r atiddw Ik gatinlin d6tl d.ai tarlleaN.pdnp 4rllwlD ;ge,ndx aaeddt4 n ptmaltnhal aMgtns wlrfll IN ep d dne N/M rs fled dprl.ss, I.de/ny ln.1. I qt sNIWmMNnut sidlNge npnuib,d :i 80083 Ile Nlfiq l!siprert Dnlew. AI aI td Mu41/C Nnx pr4nn nlalxsdlk NiLTq(npetd Seth Nu dmt n3ltnl.n/N IN adtGA w<d lNr 1. wd ttan:t Inleant:t:Ntdmules al O;NtdL+., n. ,..: .,: er.iv:y e ailass pa.xar«,.de,: 4451 St. Lucie Blvd. WWI, nna N, tll ptin pnkN. In Inn NPa Egnu I, Mile N.pigltsyta,wLou.ttnw Dpwap , ktliq. A MNI'eNZt 'nxtneesdtflal u'F4L Fort Pierce, FL 34946 opyrigbtVt@IBAIRaul Dosses Antioly i.lanhp!II P.E. Raloduaiin of this doaneet, innny fora, is plohihiled without the ninon p"issinn lion A I Roof Dosses- Anthony 1.Tonto Ill; H. Job Truss Truss Type oty Ply HOMES / SANTA ROSA A0181409 WRSRCLM HJ3 Diagonal Hip Girder 2 RYAN 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:26 2017 Page 1 I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-SdujpAdSsmNUh8POWOjBHf9mM5FKYw6U N3XyVwyBJdp 2x4 = 4-2-3 4-2-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.03 4-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) 0.03 4-7 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017TTP12014 Matrix -MP Weight: 15 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 100/Mechanical 2 = 269/0-10-15 (min. 0-1-8) 4 = 52/Mechanical Max Horz 2 = 79(LC 19) Max Uplift 3 = 63(LC 4) 2 = 196(LC 4) 4 = 42(LC 5) Max Grav 3 = 100(LC 1) 2 = 269(LC 1) 4 = 72(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 3, 196 lb uplift at joint 2 and 42 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 49 lb down and 7 lb up at 1-4-9, and 49 lb down and 7 lb up at 1-4-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS $ CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=-7(F=-3, B=-3) ireiq neeu 4—my reran WA+1 IOU TRIMS U13111:&13k0111AMTOm(-WS:C,.SRE;4ilONf;srw..leMr Rtip p!ta4ntMrnl tiesalbs Gett Ce!ipUney!IIXI!mlpt lapq l.!rak P;r..rden;tS"s;P ldne n!. Cdets aNrvin tRle/ude tSA, nlr i4kk tomtN adet sfeOkt n; ne'OOnkrda ettlnet N.sig FynnSi: SretMry Etpar`n edamrtgmrasa.crinx aM pde.wtd«Qtniigee;p;Iikn lnkl tpdne;nr47 tpwdane 155n11. wntfli Lx ie Nr eryaes, nei-r Wia ;atadm W.udn ns in of tdny'ne ryttitimdMo..n,a3.x%t Mknm qa'nik lwuegoTt.i.temm dlst!r,.nr 11(WtaMl:uilfiq trleWRll rk eipn lane 101May fieN an.rm ndeigkvduy dnep,na ltl aeMasNlne p.iiniOd Anthony T. Tornbo III, RE. rat k:l Ossi ok lukcbr. AS ale sa Mu WC xfne el ne3asd!kk ( ISdeh!r«"m,.,nw tlM.kl NI. WNCA re AntnetM ' 806$3 mr yarns; p ua.t t4mrt r a< 1n!aeatn<,yn:isnktwanttalk!yet,o-!n.-nt!ee!t:,attwlatemm dan.axss tmn.i,sttmwyt:rmsy eptu meeywn surds>rlkia,,oa.a,y.nitr!rmr,m ae:inn,.1 t.sr,w.ty.,ndafa:u m;pwo-Nax;.rnadlaAnm.l. 4451St. ieBlvd. Fort Piercce41 ,,FFL34940e;p! 95tV2Q16 A -I Raafbesss-Actlony T. tan5o ill: P.E. RsRmJunion clthis datmnot: is say form, is RroSi itxi wahaut!ke winen Remission from 6d leaf Uosszs- Aedoey T. ianSo!II; P.E. Truss Type Qty HOMES / SANTA ROSAA0181410FJobTrussRCLMHJ5LDiagonalHipGirder2 PIYRYAN Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 1-5-0 3x4 = Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:27 2017 Page 1 1D:fXMofrMaVb?Z7FFUeY3_NdzegNj-wpS50We4d4VLIH_b46EQgthpaVUuHNMebjHW 1 MyBJdo Load Defl. = 1/8 in 7-0-2 LOADING(psfl SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.24 4-7 347 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) 0.25 4-7 337 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Weight: 23 lb FT = 0°/n LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 3 = 180/Mechanical 2 = 370/0-10-15 (min. 0-1-8) 4 = 99/Mechanical Max Horz 2 = 92(LC 4) Max Uplift 3 = 112(LC 4) 2 = 265(LC 4) 4 = 80(LC 4) Max Grav 3 = 180(LC 1) 2 = 370(LC 1) 4 = 127(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); 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 112 lb uplift at joint 3, 265 lb uplift at joint 2 and 80 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 37 lb down and 47 lb up at 4-2-8, and 37 lb down and 47 lb up at 4-2-8 on top chord, and 62 lb down and 5 lb up at 1-4-9, 62 lb down and 5 lb up at 1-4-9, and 17 lb down and 47 lb up at 4-2-8, and 17 lb down and 47 lb up at 4-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. 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: 7=11(F=5, B=5) 9=-19(F=-10, B=-10) Nnruf-Fhnrdmylhrz-._i-Iro,`?IeS,k`.r"y cEe3FIrUlSfi JNBIn'h.JSsOMi17t'r'f kCliiS[6eW.IrMe. Ink cepOcrhr xi'ed Wesa kslrcss Ce pBrtry;fR'tjeM lle l[iNg7t+sk lG, r'Irkrre uY6au -Cel M'Is ^ttl RI70,utr ait,z sae sbdlk disc gCMk ae a rrrr:s 6rsm [ram i..,.K.Eef m.m?w repn<a,cetr a an Mae swnlegmr..grn v:oa:q rar d:amesepr Eq ae ce arras it w tot. [ a.yr rym t. ..a^r Anthony T. Tombo III, P.E. I m. am ia.rrrumr ar yr,a:vrtaaro ,awcrew,reyM°° waw.ae°arran u..nrlxmr taas«ley revert t nrr e. iarome.rrnaru an r.,::rax.lvraw,. ern rwlmmwn ,an k forma 80083 p nrsriMo• ra[r ae ramt r ea:u to-(.dswp:nrr: rr erur:ianremwfu+ ir..tnatw r nsrfaa:eak! exuwr,aw e:m op. .tn-Ie nrrrvm:a.iansmfa naanrt..,e ,..r,:or,4r,y+mrrht'r,su n.mr,,m s 4451 St. Lucie Blvd. ednmrramrkriammlrpeespr- w.a _y apen m"hei Ilm Gr W..[.I— nrnk]e„S/M Equ dn+r,.uq Fort Pierce, FL 34946 Copyright 1)241641 Roof 1,osses Anikony L Iombo Al; F.J. 4vdunioo of this dwoolw,innny form, is prohibited without the w,inen permission €rem 4-1 goof Ifni- Anthony T. Iambe III: H, - Job Truss Truss Type Oty Ply RYAN HOMES / SANTA ROSA WRSRCLM HJ7 Diagonal Hip Girder 4 1 A0181411 Job Reference (optional) 1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:28 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3 NdzegNj-000TEsfjONdCwRZneplfM4ElYvrvOljngNO3ZpyBJdn 1-5 0 4-11-0 9-10-1 1-5-0 4-11-0 4-11-0 4x4 11 1.5x4 II 3x4 =6 4-1 9-10-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.04 7-8 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.10 7-8 999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.38 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.03 7-8 999 240 Weight: 44 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-11-1 oc bracing REACTIONS. (lb/size) 5 = 155/Mechanical 2 = 468/0-4-9 (min. 0-1-8) 6 = 323/Mechanical Max Harz 2 = 169(LC 22) 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=-280/117, 3-13=-754/259, 4-13=-698/260 BOT CHORD 2-15=-351/696, 15-16=-351/696, 8-16=-351/696, 8-17=-351/696, 7-17=-351 /696 WEBS 4-8=0/255, 4-7=-748/377 NOTES- (9) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.0psf 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 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 lb down and 9 lb up at 1-4-9, 13 Ito down at 4-2-8, 13 lb down at 4-2-8, and 33 lb down at 7-0-7, and 33 lb down at 7-0-7 on bottom 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). 9) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 3=63(F=31, B=31) 14=-85(F=-42, B=-42) 16=-4(F=-2, B=-2) 17=-54(F=-27, B=-27) K'xkD-ileesskmWhrnrr 4ieAIFO;"tlS,3. 5:-3FR3Aq IUl58:7RDID:li;J3'OM"AbT"i"s#RFR:EDi4:kr lrv. lydgk Tt"'9asxA red RsnR';Irnc&nq. axxuq;N:'vdlk ld4q l.InklY:.i'i.lek nn.SrMFdre re. Mtn dkxtiise svklaite l,.diiLTs4rmrhrtklrs.al kestiixar'DCAk.sW. as, in., D.sir Eq: dry [ctim? tle wwq tdr gresas m.cetPx:dRr Pdx w.I xRi.t iq stn: khk rx 3e kuq.dde si.git ire fgckdnhe iDD. Iq ifli I.xa A - rian Narzi 1vns. sndieh Anthony T. Tombo III, P.E. ot.sedh bmq Mka'Me sp.si.11hd4x D".e.,6 klRwawlot "i eaR ryxi ke 4i1/'xq D.:ev,i.5s wkrdhs ft<IN of ik kel Ilige.kW Ri 1. Ike etpid4e iDl nl st fnN dd 1. a,'.dnt krdk3lege mNldw k' sN!kReep.iiBittd go3$? NebilgDsipxau(wR.dr nks sr.xepa4eesni404-d Alt8kddq(aWM SAe M1 io11%tdaski r of 5KA .dre b, gxvd¢i/¢. IM1l lift.lk.n wAihaesniawdwLr..Drw:T.ms=vcraw.. lass dmka.rx. Ness: ow.. klIkriunmwiqow"" ky 0 wg. bdr4 la G,. Dnw. 1.1 -sk rtk k:W qDe q.:A, I Sy.k h0x a!en mllor All;"Mni mx, xers A.4 x'M.1, 4451 St. Lucie Blvd. zt (prrig6tD211144-1 Baal Untsa- daibonyt. tamia ill: P.E. &Raraiattix it l fiSdartlmDat. is 09Yfatm. iS PfAiQ{12d withoutAt wrinen PRrmistioa frtNap-I Roof 6rins-Aagdaay i.lamia ill; P.E. Fort 'Pierce, FL 34946 TypeatY Ply RYAN HOMES / SANTA ROSAA0181412FJobTrussTrussSRCLMJ3JackOpen31 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:29 2017 Page 1 I D:fXMofrMaVb?Z7FFUeY3_Ndzeg Nj-sCZrRCgL9hl3YbBzBXGuvinl kJGU I H rw31 md5FyBJdm 1-0-0 3-0-0 1-0-0 3-0-0 2x4 = 3-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 4-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) 0.01 4-7 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 11 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puriins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. 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- (7) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord anrd anv nther 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. 7) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard mag-ilmv--mllprtdn4e'1.101 'ISt "};'-F SER3k(YW56.udltl a;JS ap-taP'Yi3[CR ti€Dim kPk ir.8p k'pw'insrd ttt w4 'M r•e¢hf Wtrm{RM; mitl t llwpLl hll l..Ift. iuM kiw Cei tllaa:,x eAd Ik I:A. ulr iaTairom.a+€le-...Ilk r>nxr-ceakma 1selrrs0:s:rrrgr- : ...pnah[rpa'.M dmaarirmrryresmEsmmry4x derPde:sumlrmmrn} p,a:am±a. rugadars r kpalF:artdd tr MI, rxmyre m ,ray re -a srmran. AnthonyT. Tornio III, P.E. m. do 1..ngdsm is f. Kmdaia,da.a 5.0—. Amu To. .h, MayD :ge;d1,u ,tdtisK&W Wr,xi € Whq %!,MP!p nay . E0M0piI!M dm r.s ad"1.1mg SWW,ia d ia.mek 4:ieaa, Wind g 80083 sumr m[maw..and eW4Nanom5, w"L.,d"U.1(armeddod.wnwnspphwin, rmsAs -0a.t,rdr.P ardr4451St. Lucie Blvd. dkns. mkdNri--Msgmdrym+ v!iY_1, dl pmm ardra.tet,oes.n Eeymnrsa.!>sr b'mny0nip-,xL-s, Sr:ka. hrn asn, bJliq. Sll,giNtd:-x. ners9dM1'e'141- Fort Pierce, FL 34946 opyrighrc 40164-I Ruaitnsses-4athany i. tamhallL P.E. Reptdatsind this darunawr io any farm, is prohihBed'-ithnunhe-rink- p"mistio -from 4-I Rnaf losses d-thoayl. rondo III; P1, ype Oty Ply RYAN HOMES / SANTA ROSA SRCLMWR Z M ON'OPITCH 5 1 A0181413 f T F Job Reference (optional) 0o russes, ort Pierce, FL 34946, uesign@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:29 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-sCZrRCgL9hl3Yb8zBXGuvinCdJAYIHrw31 md5FyBJdm 1-0-0 5-3-8 5-3-8 FoI1_1 1.5x4 II 3 2x4 c 1.5x4 11 E 5-7-0 5-7-0 Plate Offsets (X,Y)— [2:0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIPTCLL20.0 Plate Grip DOL 1.25 TIC 0.53 Vert(LL) 0.14 4-7 >452 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.07 4-7 >867 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight: 21 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 5-3-8 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 uide. REACTIONS. (lb/size) 4 = 200/0-3-0 (min. 0-1-8) 2 = 272/0-8-0 (min. 0-1-8) Max Horz 2 = 107(LC 12) Max Uplift 4 = 116(LC 8) 2 = 139(LC 8) Max Grav 4 = 200(LC 1) 2 = 272(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 4 and 139 lb uplift at joint 2. 6) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard m«dy-fMxN«xrfrXre.k.n iltll .7C55,'k 3 FC7AIl:WSS riCl rt,8'OY'YrrrjScrF,rrbYEkrMe ieritrinrytµu^•hr w•nt !Y r h.,grCn g1)eMYelrMgl t hU.r'.ide iaa•1dv n rek tlE neckfN RefiO,ulriLlalsacearg<k idlkrKtiec 3<.CCYk YY AsrB Osis Etryre .. re,EyY.n t>rrF?D; rtpe uls aTt tdn ryde ilerEius kr ,yso.kiEAr M9cel tgod Yr.cmlk?m WrJN rCruir ui lnl I'. kNtr reie lutar In c„Mddm Anthony T, Tomb80083 III, F.E. Ye G tlerO gsue [tttrtd«. Afl Met er6ulk 10C dMr rocker M FIedmc d re W"1, i lsAivW f1.,Vr F.ktY 1'. fStu 0—aJ- M rm—,ddit?.11,1 1.11 ireecYade;br«:ee ;:', SD08, Zt mr m«reyt:q a g,,,ra yrap:nHnrdr.i?„ oH:ar.«isrer>us„Y yw:k,«1r t,.?:cesEtd«r itq.;i,reeea cart,adnNmm.i. 445?St. Lucie Blvd. Fort Pierce, FL 34446Copyrigp?02016 A1 Isai Frotszs-dr!14oay 1. tamio al,BF. Rtgmdutlix althisdwument, ikany kren,spmk}Bei riihout'be•tinentrrmiseianhnn R1 gaal UnsesArthony i.Iamga lQ: P.E. Job Truss Truss Type aty Ply HOMES / SANTA ROSA AO181414 WRSRCLM J5A Jack -Open g 1 RYAN Job Reference (optional) Al RoofTrusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:30 2017 Page 1 I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-KO7EeYgzw?tw9lj91En7SVJ PGiZBUk54Hh VAehyBJdl 1- 0-0 5-0-0 1- 0-0 5-0-0 2x4 = 5- 0-0 LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.03 4-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) 0.06 4-7 987 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MP Wind(LL) 0.06 4-7 999 240 Weight: 17 lb FT = 0% LUMBER - TOP CHORD 2x4 SIP No.2 BOT CHORD 2x4 SIP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 3 = 127/Mechanical 2 = 264/0-8-0 (min. 0-1-8) 4 = 64/Mechanical Max Horz 2 = 115(LC 12) Max Uplift 3 = 90(LC 12) 2 = 80(LC 12) Max Grav 3 = 127(LC 1) 2 = 264(LC 1) 4 = 90(LC 3) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- ( 7) 1) Wind: ASCE 7-10; VuIt=150mph (3-second gust) Vasd= 116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint 3 and 80 lb uplift at joint 2. 7) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard Ztr„ dq Flxnuer ll.,mnlx'Ina:t*1a<s:S's:iir,. sEsaAt :tln6:J:mnex(In'oY rur-r zxzrii[ne1EEkTMs.* hsq•p'ec9nsn..edn".N, lnsc blip D-4,11wiWneh"L1W<hlA:t(Edsn;, 5W.W. nr h rv: dlw.fn,maline lte. u l MITek, a rld,s iWlkl if. I,,'00wklit AselrnsO:m Eg6we fi.e, Sre, do Eq_w lam; lgiddnne r00nit.,nn lflt rxtrtp+<vspees Iaeig rWdnc,eintah Anthony T, Tombo III, P.E. Wn dn . nuW enw lie p Wodk Qr ,lie 0"en mq,Men WII'up e3eer, udeuded dd n(,n, IK Wile baln.Iiq,d= W 111I Ik erpnddM mrne ns feN d las; ode!'rbaM'j Ixgc 6sMlxnna ke ry sM kde eyni wlihd = 80083 nebdgo- pnekEa* d AOM,sdwMn lo¢edn Wrenn 1pdNendn EnwgEa w dnm anmsnnt6k!„rrWssu.,,d ewra:die 111 dnsden,n hiknMkks khnahspec..,n:ksip,* er<euln„Will 4451 St. Lucie Blvd. rnem,dmek•: nngdgaMwaaypptinnn tlkrrr,sesp[ynwnl.EnrMyOnlpwal•ss.tesbpwdm,tRlMgsl naedr.snnodedums_ Fort Pierce, FL 34946 oiyrilbIV7414411adLnsset 4ndonyi. lanboili;BE. leproimlimoltpisdaoment,inonyWin, ispobibBelwilboot!6nhmptrxissimfr 4Ihof aims-"uy1.lanhoill:p.E. Job Truss Truss Type city Ply HOMES / SANTA ROSA A0181415 WRSRCLM J5GE GABLE 2 1 RYAN Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:31 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-obhcsuhbhl?nnvHMJyI MJsfa6z7DApD W LFjA8yBJdk 1-0-0 5-0-0 1-0-0 5-0-0 5 b 2x4 = 1.5x4 1.5x4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.00 1 n/r 90 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.00 1 n/r 80 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 22 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 5 = 42/5-0-0 (min. 0-1-8) 2 = 170/5-0-0 (min. 0-1-8) 6 = 235/5-0-0 (min. 0-1-8) Max Horz 2 = 114(LC 12) Max Uplift 5 = 20(LC 12) 2 = 56(LC 8) 6 = 107(LC 12) Max Grav 5 = 42(LC 1) 2 = 170(LC 1) 6 = 235(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-20B/330 NOTES- (9) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 5, 56 Ito uplift at joint 2 and 107 lb uplift at joint 6. 9) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS & CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT' form. LOAD CASE(S) Standard Aaasl Msr arrs!mur.IAe'k l CJ3F1rKSui;'StLii'x6J!rKt'tW:i(OX iIJK(F:ly"!'D1.4SK71f:.bI1;K1'hm,Fa9, kip raesetrsarex ufr.n s fins Mip sauritDE p15s,4hw,.I.aa»SP,.I;.Ixlan:Fii*akhrt ar. fixes; c5asire pettalt'Ci; ah al:tlaaeSW ptfs;Kexknsi la fie IN* kwdd? f. kig "rp.ea %Nuhft .e;rsw%i4'D amrw vxiepa ni<p4t.adw}iwaMr xym::ikf he ar a.ysdks ;uKN7. alleel Ne (9Bwit was IN i. irk qr ,aarM!, arl Kws,s !! aan,#nntr„staa.mteysm :psss+m ,tv,..m w#.urKreamswgar,a,ktxwxns rc.as aK d#.tKy;wr.a:ntiwrtp<;aanlro«ar odEd a:eas«tm1r<swm..eker.,kekr seua i#t AnkhonyT To0boI::,P.E. Lkremh'ia rM<aKa`ta sees se a/41ir t'Aeef4trrask+nesamf a+Uay tra>w aial.r k4rsnar t(S7 pkei dh NMiP.K ar aY.iwewMpw l {.fun. i?L: Kamnbie isAN,eei #4esxtl Gnsk .tna MipF 3$$$3 tx-nn k5rdgr;xarJ ,a ,,,,,. H anhet ;p Las 3! Ka. ke , aq. e. a"' s;a. epax W':as, amshaaa.xkss 44515t, Lucie Blvd. 9 #iq pna up ksryes;: imdq:;Nau atrns.pshatwaamke rrMu'ard'aa:me; l6aHpilFl. Fort Pierce, FL 3494$ iepYri9e1 29I6 A -I Roai ttcsus-AntYeep Llonbo lll, p,E. Yeptodatiaa et lhiidoKoaka?. is aay Ears: is proh=.b@rd.i6m116e writEee permizsien hen A-i taoi lntss-datAcky7. Imb. lit, U. Job Truss Truss Type Oty HOMES / SANTA ROSA A0181416 WRSRCLM J5L Jack -Open 16 PIY 1 RYAN Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 1-0-0 U4 = Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:32 2017 Page 1 I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-HnF_3EiDSc7eP3sYtfgbXwOkrW DCyebNl?_HiayBJdj 5-M LOADING SPACING- 2-0-0 CSI. DEFL. in floc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.11 4-7 533 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.06 4-7 983 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight: 17 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 3 = 126/Mechanical 2 = 264/0-8-0 (min. 0-1-8) 4 = 65/Mechanical Max Horz 2 = 93(LC 8) Max Uplift 3 = 83(LC 8) 2 = 179(LC 8) 4 = 55(LC 8) Max Grav 3 = 126(LC 1) 2 = 264(LC 1) 4 = 89(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 ib uplift at joint 3, 179 lb uplift at joint 2 and 55 lb uplift at joint 4. 7) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard 8c ay-%au dapfdrrener de'1.1 tnr;"IA!S3!SFit:r;; 5FE3At IiLYS c:uewne%(nfinMj7ntrj2(rE;itflKY:ef mn. !md [nq u,Mc w eN ah5 adit fast Ce,ip mtxab!feC)al m eaaq I. tra Ip, ri.laetm e Sia!tega u. div akariu,slN a de fY. idlrk aassx oft...N sr /m m ocarsaa A,01 Cau hlm ,Spools 5#. m,m as, M Wnafs ..Owe am pok,ae apmtdira wM* m m duv a m said Tms apaJ am:Mal?, win IM Anthony T. Tombo III, P.E. al. dCv sdr ar iaAdiq m rslelerdk C.ur,m C.a ela ayeiCx dramar oe,iae,:a3eamdamm'de m[ Imwlliq nkWnll to ti'r. lad Nl /ay f.N adeh,s, ndaiykrangl i esdlawal kaxbw km ryasiWitrd ?80083 mwmgh paaetem tna ea sreinC ubmpae Ip Nana ek Pg bq al ahem Nan rlF ktMl9dSIXA ssia Nd rs apaa. tnla ,ne ayaalaa al dn,amta.,u Via;. ns oe,ys:4_at lm,s emu. am, 445. St. Lucie Blvd. aa+nsamape;aan spmeepmnmgNaproesnra„a tmw,s ms:a tgoais b rmranar os,ipa aLn,.r,dd hp,aa ,aely.:n.pnacN mre:. msaadaleml. Fort Pierce, FL 34946 iepyoliki02016 A -I raof 6rssn- issAny T. Ionhe ill:101. Reprdenix of this 400rmaneiaeayferm,isprchibaed•itheetsberlinedinmissiee6em A-Iroolhesses Amheeyl.lawheifixf.I. Job Truss Truss Type c1tY Ply RYAN HOMES / SANTA ROSA WRSRCLM J6A ROOF SPECIAL 1 2 A0181417 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1 truss.com 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 07:46:37 2017 Page 1 I D:53sci 1 VXK54ii0nMGAB 1 x 1 zZRKZ-T70GJPkwJukKZBLfRp IV W LI RJ MegCPhjjzJL1 MyB67G 4-11-4 4-11-4 1 3x4 = 1.5x4 II 4-11-4 4-11-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.01 34 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(CT) 0.03 3-4 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.00 4 240 Weight: 54 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4 = 186/0-7-4 (min. 0-1-8) 3 = 186/Mechanical Max Horz 4 = 88(LC 10) Max Uplift 4 = 76(LC 8) 3 = 81(LC 9) Max Grav 4 = 186(LC 1) 3 = 186(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-139/254 NOTES- (10) 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) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 lb uplift at joint 4 and 81 lb uplift at joint 3. 10) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard Iiaar.rlene;#rs mw M'1tu k1tP'is!StLLXatYN A IM,i cooi}76I., bass ksP Ixae'Irswta ak:amis €¢!: hv#i*t u}iICF`: m!a Sitka I. wiel«:ii.4tnra«StMkbrt •u. bn!rtsxr;;e Aieia e!<A. Na eN:enab rMtts sls*knMln Ml uo«,rLi 1 «I, sk upen ._`{+isbr eq oen Musaeryi ra#!al eine nde,!ms'epuny eW, I. Meesge s I. ;del »,anal Mls air ake In i, rarest. si. udrbl etn s. batltq ttx .rasane€M7 ,uC xa affix ugalnne }«se}iayin,icM ahl M9f,MMxxro6cd la",«le ma ttl. ik «nldMl ss Y m! ar eu ,edM , a la nqe <,1 eaaaeka,rUde M eusv>;hd ,tnthor: T. Torrbo L;; P.E. s- eM4ry k;iP"sN Sabxr a Is_Ssa w.MIN.# M f0nM1.*be,lIs, Wtq tapweh Nangw xSl:}dfiadW'hed SKI. Maas is P"A pd P.km,,*,m WN,eeekees±M1sG ':,-,Psisoqa lasNgdeas 80083 kknu kadr«Pa V14 h N I'M, is N4451 St, Lucie Blvd. Fort Pierce, FL 34945 hrodwind Ibis dot.raw, i111y 100; is Pnbibit —40111hev1ir-puensiol hnm AA W lrlsso Assh11yLI=b0ILP.E Job Truss Truss Type city Ply HOMES / SANTA ROSA A0181418 WRSRCLM J7 Jack -Open 28 1 RYAN Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:34 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3_Ndzeg Nj-DAN kUvjTzDNMeMOx_4s3cLUyJKpcQY5fCJTN nTyBJdh 1-0-0 7-0-0 1-0-0 7-0-0 Dead Load Defl. = 118 in 3x6 11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.10 5-8 819 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.24 5-8 350 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.05 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.23 5-8 356 240 Weight: 26 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-6-12 oc bracing REACTIONS. (lb/size) 4 = 183/Mechanical 2 = 342/0-3-8 (min. 0-1-8) 5 = 90/Mechanical Max Horz 2 = 156(LC 12) Max Uplift 4 = 133(LC 12) 2 = 92(LC 12) Max Grav 4 = 183(LC 1) 2 = 342(LC 1) 5 = 128(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-518/27 NOTES- (7) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 4 and 92 lb uplift at joint 2. 7) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard xwr-rtnun...a.e., e,'r i ro,s rmsa; u r: arau ittoS s:Domnen:Dtron r sets r):rergatowtrr kn. t,inr ka p precxn..,e-,d can a ms rrenen p ae.y DD;dm end r ruu. n: r.:. ta.,en. sAx ta.e eti. D,nn atn,n<caa a ne ra,ap wt 4 a r nssunk utrxn IDewkraa. o,er M;o: [ga3r[ia.sra r6 +a>.n::aw. [w nmm.o. maamna<;: a u,nr..> :ewe.wx,ns4awem rm:W aaFe roomr.iarnr r a n:..ru« :dn.s:arn. - AnthonyT. Tornbo III, P.E. s.irraDwn,d,D+.e.eak.aerx.nwulD.nnewnaanE,wixatn,i.w iby.arnt rknroiari,mr.aenrn.wtia.a.ywt,paNsdyA80083a to firer D•urn ni[eeod.. aW nw. wDe'd bre- nl piety, a nr I."(gmW SAW sn xsgr t4tk.d 5KA —d—A4,p ate, IN Win. In.swuwlow, wno„ a m to; kmp.:-,e„lesip y_ iI „ns: 4451 St. Lucie Blvd. aMmaeamdN.i.. aferenere.ewi.auHer µen he.lnl lklm,Desa[ge.a¢ElfkiiUiq Dnip.,alm; 4aeeh camw.linr m oqueN'ra..re.t9dW s'M1l. Fort Pierce, FL 34046 epnight 9141tl 4-1 roof Dosses- Anthony L lamb. fill P.E. Repmiuni.n of this dommeot, io aoy form, is psoh;'isnd ,ilhout rbe wain n permission €rem d-I Roof hissas -Anthony L Tomb. ill: p.1. Job Truss Truss Type my Ply HOMES / SANTA ROSA A0181419 WRSRCLM M05G Hip Girder 1 1 RYAN Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:36 2017 Page 1 I D:fXMofrMa Vb?Z7FFUeY3_NdzegNj-9YVVvblkVrd4ugAJ6VuXhmZKm7TGuDWygdyUrLyBJdf 1-0-0 5-0-0 9-5-15 13-10-1 18-4-0 21-8-0 26-1-5 30-6-11 35-0-0 40-0-0 q1-0 0 1-0-0 5-NO 4-5-15 4-4-3 4-5-15 3-4-0 4-5-5 4-5-5 4-5-5 5-0-0 0- Dead Load Defl. = 3/16 in 4x6 = 3x6 = 1.5x4 II 3x4 = 300 = 3x6 = 5x6 = 1.5x4 II 3x6 = 5x8 = 3x4 = 1.5x4 II 3x6 = LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* T233: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W305: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-10-1 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 = 879/0-8-0 (min. 0-1-8) 19 = 3395/0-8-0 (min.0-4-0) 12 = 1161/0-8-0 (min. 0-1-8) Max Horz 2 = 32(LC 4) Max Uplift 2 = 479(LC 4) 19 = 2260(LC 4) 12 = 840(LC 5) Max Grav 2 = 882(LC 19) 19 = 3395(LC 1) 12 = 1163(LC 20) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1993/1177, 3-30=-1647/976, 30-31=-1647/976,4-31=-1647/976, 4-32=-260/201, 32-33=-260/201, 5-33=-260/201, 5-34=-260/201, 34-35=-260/201, 6-35=-260/201, 6-7=-2316/3482, 7-36=-2316/3482, 8-36=-2316/3482, 8-37=-2122/1638, 37-38=-2122/1638, 9-38=-2122/1638, 9-39=-2122/1638,39-40=-2122/1638, 10-40=-2122/1638, 10-41=-3199/2373, 41-42=-3199/2373, 11-42=-3199/2373, Continued on page 2 18-4-0 21-8-0 26-1-5 30-6-11 4-5-15 3-4-0 4-5-5 4-5-5 Ige], 11:0-5-8,0-2-8], f 16:0-2-8,0-2-121, (19:0-3-0,0-3-0] [21:0- CSI. DEFL. in (loc) I/defl L/d TC 0.80 Vert(LL) 0.3415-16 763 240 BC 0.90 Vert(CT) 0.3515-16 751 240 WB 0.96 Horz(CT) 0.07 12 n/a n/a Matrix MS TOP CHORD 2-3=-1993/1177,3-30=-1647/976, 30-31=-1647/976, 4-31=-1647/976, 4-32=-260/201, 32-33=-260/201, 5-33=-260/201, 5-34=-260/201, 34-35=-260/201, 6-35=-260/201, 6-7=-2316/3482, 7-36=-2316/3482, 8-36=-231613482, 8-37=-2122/1638, 37-38=-2122/1638, 9-38=-2122/1638, 9-39=-2122/1638, 39-40=-2122/1638, 10-40=-2122/1638, 10-41=-3199/2373, 41-42=-3199/2373, 11-42=-3199/2373, 11-12=-2857/2053 BOT CHORD 2-23=-1088/1863, 23-43=-1102/1885, 43-44=-1102/1885, 22-44=-1102/1885, 2245=-924/1647, 45-46=-924/1647, 21-46=-924/1647, 21-47=-3482/2389, 20-47=-3482/2389, 20-48=-3482/2389, 19-48=-3482/2389, 19-49=-585/379, 49-50=-585/379, 18-50=-585/379, 18-51=-585/379, 17-51=-585/379, 17-52=-585/379, 16-52=-585/379, 16-53=-2281/3199, 53-54=-2281/3199, 15-54=-2281/3199, 15-55=-1897/2703, 55-56=-1897/2703, 14-56=-1897/2703, 12-14=-1878/2681 WEBS 3-23=-164/346, 3-22=-263/215, 4-22=-188/362, 4-21=-1949/1269, 5-21=-379/238, 6-21=-2201/3527, 6-19=-1685/1057, 8-19=-3253/2308, 8-16=-2011/2882, 9-16=-420/264, 10-16=-1159/787, 11-15=-422/601, 11-14=-214/341 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water PLATES GRIP MT20 244/190 Weight: 185 lb FT = 0% 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 479 lb uplift at joint 2, 2260 lb uplift at joint 19 and 840 lb uplift at joint 12. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 208 lb down and 223 lb up at 5-0-0, 67 lb down and 95 lb up at 7-0-12, 67 lb down and 95 lb up at 9-0-12, 67 lb down and 95 lb up at 11-0-12, 67 lb down and 95 lb up at 13-0-12, 67 lb down and 95 lb up at 15-0-12, 67 lb down and 95 lb up at 17-0-12, 67 lb down and 95 lb up at 19-0-12, 67 lb down and 95 lb up at 20-11-4, 67 lb down and 95 lb up at 22-11-4, 67 lb down and 95 lb up at 24-11-4, 67 lb down and 95 lb up at 26-11-4, 67 lb down and 95 lb up at 28-114, 67 lb down and 95 lb up at 30-114, and 67 lb down and 95 lb up at 32-11-4, and 208 lb down and 223 lb up at 35-0-0 on top chord, and 120 lb down and 187 lb up at 5-0-0, 49 lb down and 76 lb up at 7-0-12, 49 lb down and 76 lb up at 9-0-12, 49 lb down and 76 lb up at 11-0-12, 49 lb down and 76 lb up at 13-0-12, 49 lb down and 76 lb up at 15-0-12, 49 lb down and 76 lb up at 17-0-12, 49 lb down and 76 lb up at 19-0-12, 49 lb down and 76 lb up at 20-114, 49 lb down and 76 lb up at 22-114, 49 lb down and 76 lb up at 24-11-4, 49 lb down and 76 lb up at 26-114, 49 lb down and 76 lb up at 28-114, 49 lb down and 76 lb up at 30-11-4, and 49 lb down and 76 lb up at 32-11-4, and 120 lb down and 187 lb up at 34-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. Mum)-Flmv mmmdll rzne.!ie'l I IOCE'IE13{5!:1';;IIAt I;WS6:iAAIl1 15(JS?C4{101:1)1(r63iE0W:F1'ke.IrdrkigF p4:!Mt w:ul pki r!4t Gettk!ipWerq;IOC; and MIFWry 1.IrW IA.ti.1.!sna liMtdae+u. Cdt!t Yp+,iu t%telr Mlv7.edr s4ti<mau lens wie.vrtn Re'OCnNtad s rMs Ona Egaw :. srGmK de dnsF;o- rq,e!Ms ecgCr dw qm wd •wtar.cokr.tu kupam<uyer .arwearzmrea h w mI r kqe .pnm,,iQer.wmms,,mwm Anthony T. Tombo III, P.E. wnedar .0 to urto;y ne ryesislurdR.O eaU nMrne gedw Meneeq O.:yn,eda ua Hari Yme IM inelud A>eh wllll Rx egmaaee mew.; fieU dnrhrs!; mtleEulkalq. urye .ml.eneae Fugsw kox spnidliyd 80083nel.:liey D!sfpu mi[mkrclm surzsn smm toew tpFnteswp.ul.rsdnetawp[ eed seen la aF ¢sr raexeehrr rslcsn de rros xa !e mlmmrz ae teq!e answantsa e"..2d e,;.sss or.s:y Fnlrzss aAma,u: sFnss 4451 St. Lucie Blvd. Zt eAewneidmgNl[Watpwgmn !mq h, al ptln aMw lie in;tDes!n EgvaiskIf4 klly 0tulm+,mL.t,.rNafgMaudm, WIC. 70:gndeNme.nn9Lwntn 1. CepylightD 204 A I Raol losses-Antheny R. Imnho 111, 11, Reptoduaioe d ibis duumem, in any tow is piahl0ed without Ae ninon pemissieehem .4-1 Raol Imses- Amboy L lamia lll, P.E. FOft Pierce, FL 34946 Job Truss Truss Type Qty PIY RYAN HOMES / SANTA ROSA A0181419 WRSRCLM M05G Hip Girder 1 1 Job Reference (optional) Al hoot I russes, tort tierce, tl— aaaao, oeslgnUma r(russ.wo i nun. o. — . LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-11=-60, 11-13=-60, 24-27=-20 Concentrated Loads (lb) Vert: 3=-161(B) 7=-66(B) 1 1=-161(B) 23=-116(B) 14=-1 16(B) 30=-66(B) 31 =-66(B) 32=-66(B)33=-66(B) 34=-66(B)35=-66(B) 36=-66(B) 37=-66(B) 38=-66(B) 39=-66(B) 40=-66(B) 41 =-66(B) 42=-66(B) 43=-45(B) 44=-45(B) 45=-45(B) 46=-45(B) 47=-45(B) 48=-45(B) 49=-45(B) 50=-45(B) 51=-45(B) 52=-45(B)53=-45(B) 54=-45(B) 55=-45(B) 56=-45(B) Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:36 2017 Page 2 ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-9YWvblkVrd4ugAJ6VuXhmZKm7TGuD WygdyUrLyBJdf llnraq-nasallueKkl!rcnrr Pe'l1 lop$ ;tg SF p',([3Ak1 LY36.RAIfILlSiJ1'OM{"Wii';S(C1r 8'.[EWEkI'Mn.hMrA-}p;mtl,.1'.1mit,.N'lnnArD.rMff; W V. 10"1 tw.h l:,lt idetm't yw W. Cekss 0—iu sitd MIm. W! ziMile— wotlldnsWlkndim&Tue krdl 4s eiras asm Fgena {i. ...re aM Fogus sneer log wnmsrea;rPmu dnr nds.sanlsq r.p rnra:lrNn (o<rel:yederr l lrl anmloo q ml kq. epms udes la...dmsrq Anthony T. Tombo III, P.E. W nedh ssf-1"rsas m1.0;IrA&gwra,6a6wrna,awdwe. wWikg bn:Te.:a.1—Wdo IrBr, IK WIII Ido Aq,*mt INI Ikyryr.loll Nl ne osfidd beF.cs. ntldagkedmg. wep iesW enenk MsWlb! id+d ;80083 ks 6r: INF Pu}er«a{r#rmr ABnln srMalklbCrgle sre7m dgradarsdlkkld.ry(gned Saklr Nxaean Nsq plesdlklp WS;[p rrrd scdMgos pha lfllkfnestle resrnsmlmesWkliesdlklas.Uezren,.rns sent tepnrtWl ss V.ndr,bn, wkcs 44515t. Lucie Blvd. rgarN!KaalNe( amtlrpW rynle wriaR F, dFCNs ardsd lain sks:n hroen isF lde kHig6rsisOa nLru Srskstgma dsq kluog. Al,gkied mx:arnldm/a.mt Fort Pierce, FL 34946 oprsigMD 2016 A-1 Raallsssses- Aaboay L Iombo ill, U. Repradoniaa 016is dma.mriaaoy tmm, is prohi ilad.40wbe,ni4.iMsnissiod6m 41 Rod hasszs- Amliny L Ionbo Ill: P.E. Job Truss Truss Type Oty Ply RYAN HOMES / SANTA ROSA WRSRCLM M06 Hip 1 1 A0181420 Job Reference (optional) Roof I Fusses, Fort Hierce, FL 34946, design(gDaltruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:36 2017 Page 1 I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-9YVVvblkVrd4ugAJ6V uXhmZK07UiuFsygdyUrLyBJdf 1-0-0 7-0-0 12-8-14 18-4-0 25-7-2 33-0-0 40-0-0 8q1- 0 0 i- 0-0 7-0-0 5--14 5-7-2 7-3-2 7 4-14 7-0-0 1-0-0 4. 00 F12 5x6 = 3x4 = A 3x8 = 3x6 = 1.5x4 11 5x8 = Dead Load Defl. = 114 in 3x4 = 15 5x6 = 13 3x12 = 1.5x4 II 3x6 = 3x6 = 3x6 = 3x6 = 7- 0-0 33-0-0 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.31 14-16 719 360 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(CT) 0.60 14-16 366 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.88 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.28 11-22 936 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-2 oc purlins. BOTCHORD Rigid ceiling directly applied or 3-6-9 oc bracing. WEBS 1 Row at midpt 4-14, 5-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 2 = 622/0-8-0 (min. 0-1-8) 14 = 1917/0-8-0 (min. 0-2-4) 9 = 781/0-8-0 (min. 0-1-8) Max Horz 2 = 43(LC 12) Max Uplift 2 = 185(LC 8) 14 = 931(LC 8) 9 = 561(LC 9) Max Grav 2 = 630(LC 23) 14 = 1917(LC 1) 9 = 788(LC 24) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-1081 /334, 3-4=-970/367, 4- 5=-1064/1155, 5-6=-1044/1628, 6- 7=-1044/1628, 7-8=-1044/1628, 8- 9=-1541/2028 BOT CHORD 2- 16=-188/972, 15-16=-83/335, 14- 15=-83/335, 13-14=-1155/1251, 12- 13=-1155/1251,11-12=-1835/1434, 9- 11=-1812/1422 WEBS 4- 16=-406/739, 4-14=-1557/1137, 5- 14=-1103/1241, 5-12=-2827/2271, WEBS 4- 16=-406/739, 4-14=-1557/1137, 5- 14=-1103/1241, 5-12=-2827/2271, 7- 12=-475/407, 8-12=-431/411, 8- 11=-370/322 NOTES- ( 8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasa= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch right exposed; C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL= 1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 185 lb uplift at joint 2, 931 lb uplift at joint 14 and 561 lb uplift at joint 9. 8) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard 40- 0-0 PLATES GRIP MT20 244/190 Weight: 175 lb FT = 0 wmdq nne da.Slh— ne'31109t'16S(S!St:'ti: ifE3Al I IpS 6 (OxmnOR (7Si0n,1V(:Y, llFRi:'t ElilliFr lam. ledhenip Aamaac W rW .des. Ais Inn G!ir m.ry!llS, W M Amp I. tak tl:, rt.letanrt Sk_+telxe+u. Geless Wa.iu mkt me I,7,.ir diteh.. ma lldssuRk < ix nr'rrmk rdd As etasdsm egnw 'e,.pmAl Fryixn M nsF rgn,ms..M., dne r - degwrm,,HMAnn h:'kkwpd Y:u74 I Mbdmnelar 1/xe TM1t !- inq .mry.s, Helm Wei "m 4q Anthony T. Tombo III, P.E. W.,edn n:aguimn- n< y.rmlmdumo..a,s.e... aA.niganawelmumto:a,mnemaedr nn,IxWr w.d wgo Wml rkm ,d n.mrW.rada do o-.r::aaWxeml. 1 nmulxtl.wek.qudl Ae e,ymsiiiliryd 80083 neSAWRDi}a W 1.mwl All.hs sr.q m lb M A#V4 FWf eN rikw d tY hiWgf R—1 Soh¢lft i ArdA.kt N I. Wsxt eide AW1-il rldn 1111 eermn &resrrlbWl W d1k,dlh ha,, Nsign,.¢u L-.9 h... W fuss Mm.k.Mra.W., Marla MmenNriamedgrW erek xing h, dl rr'nn mrdrra In fro.s lksm Ggba's r.Ine ta.miq Bn pa_aLn>S.sus(gbaRm, lklfiq_Al;gbdeN iax, eendmnl u!n 1. 4451 St. Lucie Blvd. zt (yyriJkV70016AIRaaiBasses - biliony L famho ill, H. Rep10dunim.1 this datomem, is any bw is prohillitel with.wha wlinen permission In. d Ifni frosses "ay 1. femha Jl: P.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty HOMES / SANTA ROSA A0181421 WRSRCLM M07 Hip 1 PIY 1 RYAN Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:37 2017 Page 1 I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-dk2t6xmMG8lxVglWfCPmE_6X?Xo 1 dkT6vHi2NnyBJde 1-0 13-8-14 18 4-0 24-7-2 31-M 40-0-0 1-0 0- 9-0-0 4-8-14 4-7-2 6-3-2 6-4-14 9-0-0 0- 5x6 = 4.00 F12 3x4 3x4 = 3x6 = 1.5x4 11 5x8 = 5 a 7 8 Dead Load Defl. = 114 in it, 5x6 = 3x6 = 3x4 = 3x6 = 3x8 = 3x6 = 1.5x4 II 3x6 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.58 11-22 448 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(CT) 0.46 11-22 568 240 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.02 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 175 Ito FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 'Except- T2,T3:2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purins. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 613/0-8-0 (min. 0-1-8) 14 = 1933/0-8-0 (min. 0-2-5) 9 = 774/0-8-0 (min. 0-1-8) Max Horz 2 = 53(LC 12) Max Uplift 2 = 182(LC 8) 14 = 926(LC 8) 9 = 560(LC 9) Max Grav 2 = 628(LC 23) 14 = 1933(LC 1) 9 = 785(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-835/231, 3-4=-730/286, 4-5=-851/1002, 5-6=-609/1056, 6-7=-609/1056, 7-8=-609/1056, 8-9=-1321 /1746 BOTCHORD 2-16=-144/739, 15-16=-56/373, 14-15=-56/373,13-14=-1002/1083, 12-13=-1542/1210,11-12=-1542/1210, 9-11=-1521/1199 WEBS 3-16=-203/334, 4-16=-498/807, WEBS 3-16=-203/334, 4-16=-498/807, 4-14=-1215/852, 5-14=-1105/1244, 5-13=-2112/1727, 7-13=-404/326, 8-13=-691/796, 8-11=-434/358 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 182 lb uplift at joint 2, 926 lb uplift at joint 14 and 560 lb uplift at joint 9. 8) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard Nxuy-nurse dnxflh rza.-d 111041 iNSc;}ys,ip^.E[3At litYs6[7fUII1ClS:Jf'tlNitB'fY7A¢ECG.Etl6YEkr hre. Irlrydn p. #ssat eul w'etpMs L,ab•pOrtemr;IR`;Wlelslswpl luhlr. r..lelxn r i'm!Seln _tlx tsdMaiu Nel IEe ICb, uh Wteitemem Iehs:uNkesNMis'LCnk rdx A tea P:sia Egaex pt,Sptebr&ryat'`a4s Axag iP; rryresmsma:enandnerym xed eegeanq rz:gesddhk'kt 1,,,p die,.* Ims fged m f.lOD t ae in]. Ntop -Ws' 4Nx1 d_c *W.q Anthony T, Tombo III, P.E. do dM nsstrmtldtlaunMsegaiolptden0 ,&Cxx%sedmtNerydnHeWII'apD•s ,x3ewA!ddpeU41lelxeflYlml "Idgtd>a/rnl Re p! ddtitNlMgfnN ddtFns.iedN,gkeeiNr. IageinAlxNneNManrsMlkMn ,razxAiryd if 80083 xe A.l6rb ipr ad lr¢aW. 4tlmhs sn ednik lBC N°spa'itr nlpm4at dt'aN'Ikry 6gaaN Schh Naaedw;xNildb!kfl f ISRA en d fMpoxd prl s. lnl i6as fte rtspeslnies a/hMsdlkl s,mgx; nns Mge:a7inerni lnssRafianx; nkss 4451 St. Lucie Blvd. sanwse afaNN aiunan epeedgmdxina ydl pma ,seN.i:rrz„otda[g a«nirrmenu.g orsipx,.tt,; s.ne rspexd gw:u .,vi sredtrN„x,ns, amw<mt. Fort Pierce, FL 34046 Co,yriR6t9 YQI8 A -I Raoifrrssw Andory l.Ianbo ifl. P.F. Remedoctian of r6is durmen,irnoyferm, is pio6i6W.it6ontr6e snitkn pemissioahem A -I loot Wssas-AAny L lonbr ill: P.F. Job Truss Truss Type aty Ply RYAN HOMES / SANTA ROSA WRSRCLM M08 Hip 1 1 A0181422 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:38 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-5xcFKHn_l Stn7_KiDww?mBefpx9mM9fF7wRbwEyBJdd 1-0 6-6-11 11-0-0 184-0 23-7-2 29-0-0 33-5 5 40-M 1-0 0 6-6-11 4-5-5 7 4-0 5-3-2 5-4-14 4-5-5 6 6-11 0- 5x6 = 4-00 FIT 3x4 = 3x6 = 5x6 = 3x4 = 5 6 7 8 Dead Load Defl. = 3/8 in 10 5x6 = 13 3x8 = 3x6 = 3x6 = 3x6 = 3x6 = 3x8 = 11-0-0 18-4-0 , 29-0-0 1 40-0-0 LOADING SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl LJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC0.89 Vert(LL) 0.31 16-19 717 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(CT) 0.66 16-19 331 240 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.02 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.54 12-22 485 240 Weight: 184 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' B3: 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. BOTCHORD Rigid ceiling directly applied or 4-11-12 oc bracing. WEBS 1 Row at midpt 6-16, 7-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 572/0-8-0 (min. 0-1-8) 14 = 2008/0-8-0 (min. 0-2-6) 10 = 739/0-8-0 (min. 0-1-8) Max Horz 2 = 64(LC 12) Max Uplift 2 = 174(LC 12) 14 = 955(LC 8) 10 = 543(LC 9) Max Grav 2 = 608(LC 23) 14 = 2008(LC 1) 10 = 768(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-953/312, 3-4=-445/111, 4-5=-365/125, 5-6=-365/125, 6-7=-833/994, 7-8=-856/1324, 8-9=-956/1354, 9-10=-1458/1841 BOTCHORD 2-16=-286/884, 15-16=-994/1 111, 14-15=-994/1111,10-12=-1665/1359 WEBS 3-16=-563/532, 4-16=-218/325, 6-16=-889/1408, 6-14=-10771792, 7-14=-1343/1556, 7-12=-1080/816, WEBS 3-16=-563/532, 4-16=-218/325, 6-16=-889/1408,6-14=-1077/792, 7-14=-1343/1556, 7-12=-1080/816, 9-12=-554/683 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174 lb uplift at joint 2, 955 lb uplift at joint 14 and 543 lb uplift at joint 10. 8) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard aeiy-pni dn>gllr revues Ee lltg IpsS,'SF1`f dE3At I;L'lSat.Rmll aS m?gd "IN'Y'YCEifAGY.kI'Mn. terdr spN ansui rnl wesuRaslnnk jren'y;laC; miMtdnq l.I klq t. Idcn't Sartd.e &k d.iu,zlN de?,WrddtksardntensstllkeslbSr'Do 4k4l A,, lms Des. fqa ;.*fgder'tl ed MM rtpeuds :gm'd6e pct,dad egkrgrnpspfin M fr hslp d? I-'W kTDI If W. (fl.l T. ks,pn gwrs Imam rutcw'z V.ar al.udn ns rK rm lntlix aempri rlmdMO w,lk g..n's adxn qeA iHe 4rNeq ae $n.nxi wh.IAM Ir tl Ix sltk knl aldq rrl WR 1 rM ip Idhe lWai fieN s'flr?...s; Ndelbgkulq Ixep'sgl uw ek kngtu!Ik LLe rnpnisAiryd Anthony T. Tombo III, R.E. ne 6r: Fort Pierce, FL 34946µqOesipnml(W-.ft Ag nns snwr lgC NMe pefrtnelp' liusdra kidq(epaset Sdefr Mr uu NSnt la kll lllWiIIA se nln 1 pa dad iPVl eefnestk nspevLURm nl klnsdpe lg:ina.:.rctt ki as 80083 t foen ul lnc: da.h:Me, akss rdrnau rdmdka:Knr eea N.nms lya q®rnnrrne aNNto<spn_n?r.:,.nx.(.pan menkN sn,grdex n:,.rn nl s. rn L 44515t. Lucie Blvd. Zt •p qn pme nrds4 to sn,s onus opytightID2PIAA- IRaafBasses-Whopyi.lamh lllI BE. Roprduniaaofthisdorurant,inanyform,isprob4iledWdhoutIls,.0elptmis'i..l@RA11001hosseS Af.7Y9pyClamhalll;P.I. JANUARY 17, 2017 I TYPICAL HIP / KING JACK CONNECTION I STDTL01 CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 Attach End Jack's w/ (4) 16d Toe Nails @ TC 3) 16d Toe Nails @ BC ff Attach King Jack w/ (3) 16d Toe Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC Attach Corner Jack's X w/ (2) 16d Toe Nails @ TC & BC (Typ) 0 ti 3ch Corner Jack's 2) 16d Toe Nails TC & BC (Typ) k wYwes oonoai P,eiwWIWK.W Ai T. a€'.R t,iyKish FeydtK 4t 5}6rtrti tNK..klbdtQIDct$Qe pmii drzin+tx, fJWA6 . ft tet#khe;:ajM.! "—....W ue axp '2sq wLw ry W'.el d bs in 1. wka"a9rr 2eslaxblr. 01h lead k+ on elgiexlp.bkny hsq}dx n e4e. RS. WKa 1+1u9W .*WMI T. pW.6d*W'Wdi+,.df d&e :ars. xNarcgimBzt.srme ira. lose 'sa}g ia x s pe .xa}sur*d kedltn&9evya imn iR idmw2sx2dbka Wikde3rn grAnr}d IWdytemnm Mn±ed en'G.d,di puSr lFW>k •Au d6rgesed ydwn tXtidse!N.ereSyaasixwnsWPxid°s HSL,rirnl0!'Sp?xgxmW6n iktcen e+is . ndnm.+&etN edW+egx:ivnnraq lgbmcs a+d }&.w4evg fgxei mkA4e6 Aq'ae5gar- .mla Syrek PN dspan j r<'t Yste seri iZddd€eu •' t . spyr}gat i 70164-1 tofli 4s A46.yUl.F€_ to eMOlaa e(Ousdascrm t, is as &um,ss }tF3ifee 2thun 3s xt n+a mssan l}em R•I4oa7Lns>ev Andirri ]tad lil; EC l•iemek FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 DIAG. BRACE AT 1/3 POINTS IF NEEDED ALTERNATE GABLE END BRACING DETAIL ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD nUR1LUIV 1 AL [7K/1LC SEE SECTION A -A) TRUSSSES @ 24' O.C. F-3'MAX. In 1 \ TK ITECT S ALL ROM can vsl 1 IT IS THE RESPONSIBILITY OF THE BLDG. DESIGNER OR THE PROJECT ENGINEER/ARCH TO DESIGN THE CEILING DIAPHRAGM AND IT ATTACHMENT TO THE TRUSSES TO RESIST OUT OF PLANE LOADS THAT MAY RESULT F THE BRACING OF THE GABLE ENDS. STDTL03 2X6 DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH 4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d COMMONS. NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS. 2X4 PURLIN FASTENED TO FOUR TRUSSES WITH (2) - 16d NAILS EACH. FASTEN PURLIN TO BLOCKING W/ (2) - 16d NAILS (MIND. PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE BRACE AND THE TWO TRUSSES ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH 5) - IOd COMMON WIRE NAILS. CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING 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). MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE I ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. UKAL TRUSS zn in STRUCTURAL / AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING GABLE TRUSS / MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN IN THIS DETAIL IS FOR VERTICAL/STUDS ONLY. NOTE: THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED / STUDS. TRUSSES WITHOUT INLAYED S ARE NOT ADDRESSED HERE. / STANDARD GABLE / TRUSS / IJULY 17, 2017 I STANDARDCONNECTION DETAI RUSS I STDTL04 THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN DRAWING FOR UPLIFTS. NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24' O.C. OR LESS A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 PIGGYBACK TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL PIGGYBACK TRUSS INFORMATION. SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS SPACING NOT TO EXCEED 24' O.C.) A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2' X 8' TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48" O.C. PLATES SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48' O.C. STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH FOUR (4) 6d (1.5" X 0.099-) NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF 377 LBS. AT EACH 2' X 8' TEE -LOCK MULTI -USE CONNECTION PLATE. (MINIMUM OF 2 PLATES) ATTACH EACH PURLIN TO THE TOP CHORD OF THE BASE TRUSS. PURLINS AND CONNECTION BY OTHERS) BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASE TRUSS INFORMATION. ato-w:{Pmuti. a sac•r+u+s s>3t s u a c< x n'a'^s x...Sao[rr+err,a,.,.csk...;we s s r:,a €n:s,=..+.n t ,i-aea f+- ,.y.,-.tee»s rst. FFl di4T+Ftl45 it kY+6 iEkk Mx$ 1N }N..}P.i pp f Ni'..fi: wRp .e,4ffiy l 9LM MY.t kf$R4 ti}igkl it tf>IRit !paPfiY."f1tl . s tz s4 - &Wtfw&' ed+4 1 TMQv O W- iH' E7ii fsd S bde`;e ARtliony lomb0 H!, r,E. am,xa n'ossmuw,afs,tanmf+nrz..+c ki sq.a+,+mmr a ads«:}m.rh:ar+ >:n,axr,ks+aa q,.essr, SSLst?83- tlri.t s¢&su x' k* &+ 4aua k« a rc'tr mpt [[* e*b k T .34rr nw a.a6 Ffi .A. wR ka xa fx Ei z s} ::;p¢. mrs m+:»kael }pf-s kn Y r,d rv: N»d¢wx wk a- 4451 St LLC4bNd- wan»tinsE.aA'sf: >x Brr . - - - - .. - - -. rm €.'4i .wrgct .I e!«:ixq k•,i e roe V.erre, f L 34945 @EH B l i 1 1Q(J(i@SS93 bI k41 9&r11. P.1' i.yr:dmite 6li' iD'6i4 E&r, iE Hk? ftmi3 pfoK lei.'Ab4w otwrin" pvmsYoohOi Al I0 iik4 Ao8dY T.144D ll;r P.L_ JULY 17, 2017 I TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05 I , jmw = A-1 ROOF TRUSSES 4451 ST LUCIE BLVD. FOI SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6" O.C. DETAIL A GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 4.5" WS45 USP OR EQUIVALENT. 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL "A". 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. E END, COMMON 3S, OR GIRDER TRUSS TRUSS CRITERIA: WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND 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. dm.ma,e.ra c-€ea€n....:t..r, .uea=.ocaras,:a'tb:t s ts•ins,n s aQ na.,,:.i•.,;+As,r§%k s „man.tz at da mea>e;k.:«r;e w:r s:.' w. e.wa+sc«x. h.moctx:9tals.s! ,:ran ts.g:-K ++c,iW °a5 +aa .e-a s ,"«, zaatmskw r ,:rq:ryae:Er>.tpk. q.a p.?zo;sis kt s~€a%:9 tst 7uMc:gr.f a.vd i i .uma-m 4 ..hcp,YT:TombaIII, P.EoM+ude rasspm&+#ut i€rres{o»ililn4tta Eaxa tlaf .a rri:el gxtrrvYa;seq Es tM z3#xda('»' ?e d, a#a lazlam`.'am,:ettae iF`i ',Se ayexwceifiil:3 sd +kZRradSeFgz zrl hp t,. reap dxn4 kttxazaeF >k sn rn'x a $4ry$3t5 &€idg3 atekfis!u k,ttsi et r tb-QtPa9*spriatiasd'4 Fc{aaxx4rdA xr di; ICbnxcreniiC¢'Rl ik •rpxs=xs ixsdhalx S .xiFxmi,m>s>.aar, edr;E _ - mczttk%ga(kss^_m esaaCea math¢:wzhk Mass G egne 54,'trc#q¢xkPxa; 4pfra'eeatx. hag zi.,»€ms sett cdxNa fi€ -SS3 r'. EUE:E 61nd; Ftxi r -rce F_ 3,946 tsp}c kt S9t6k<d iotlTrasttg Aalktk/T..temS,apl, P,£: izprtlrrhsp oltkq ot€xcxkt. is cap!'3e;'ra arek"EiBri xithasl tqe xcc€kn pt€aGsi en GevklP.acl Jr¢ssez-dw€nYT 'wile €G,PE. ._ .. _ ,. JULY 17, 2017 TRUSSED VALLEY SET DETAIL STDTL06 GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3' X 0.131' = 10d 2. WOOD SCREW = 3' WS3 USP OR EQUIVALENT. 3. INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE PER DETAIL 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. A-1 ROOF TRUSSES 6. NAILING DONE PER NDS - 01. 4451 ST. LUCIE BLVD. GABLE END, COMMON 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C. FORT PIERCE. FL 34946 TRUSS, OR GIRDER 772-409-1010 TRUSS SECURE W/C VALLEY TRUSS _ TYPICAL) NO SHEATHING) N.T.S. BASE TRUSSES GABLE END, COMMON TRUSS, OR GIRDER P r 12 VALLEY TRUSS TRUSS TYPICAL) SEE DETAIL'A' BELOW (TYP.) WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 ATTACH 2X4 CONTINUOUS #2 MAX TOP CHORD TOTAL LOAD = 50 PSF THE ROOF W/ TWO USP MAX SPACING = 24' O.C. (BASE AND VALLEY) SYP O WS3 X 3') WOOD SCREWS MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. INTO EACH BASE TRUSS. Y j, N'{it {(t S +4,t Y ki3,. PakSA 9Ut'M c~<t P 4eft+='ws. r:rN sw k,Q:e fir; iw. +4 a;erotz.'r<.e,P. a,Mu>.da tsrti srreswn)t :: slmhiry T. Tro 717, -CE:.- - az. xa>s §e m>3a s r+es/b k»BM Cr.Jsn amr stw s fdcassres alh wd:b iG. sxfK ri fia k.lud H [ah¢FY P e+N?`iAnt adN •jai .s ,akega s sz. wcscea sae@seta #i 4 : = 804$3 fi[ t a+t t ;8m sae tNmFa ^5; bta rc et>uf ¢s Rm d•ia fi4 Gai A' ereu'KG; e€ia tP :Aestde mn raw5!`'-+ 14l a ae t_p E< sma Pius d_5'i [4,. Srm ia P *? it >sb'a laRa q, -g.> 4451 S ud B%d Fz 3 945 s f& oaealt P9i6 k-11€ai'easHs fan f.e tm lll.P.[. S.s#otEiaa ei Fa4dmrs»aroL r¢am tttays iak6':,ed it6oae flee-eimn pux FtiaahamAlta fle >sas Agtha t t.leaA»iE; P.L - ... ''- DET JULY 17, 2017 I TRUSSED HIGH WIND VELOCITY) AFL I STDTL07 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 ATTAC WIND DESIGN PER ASCE 7-98, ASCE 7-( WIND DESIGN PER ASCE 7-10: 170 MPF MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: 1 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24' O.C. (BASE AND VAI SUPPORTING TRUSSES DIRECTLY LIND". 1— ,,, DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2' - 10' ON AFFECTED TOP CHORDS. NOTES: 1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER. FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. CLIP MAY BE APPLIED TO THIS FACE UP A MANON -BEVELED MAXIMUM 6/12 PITCH BOTTOM CHORD H I aez; e.. ebh. [Ryxx dx s sr sam'CEeep*seasaur saa u!k p-,esiaod'fiette-ssSs=sF mAxin{ q r e ku;:as.'a ka [5rtedait¢x lC, milN 6`r vs<itrycch aE F i. 3 ifiY.4,'d Ik Pam sR$xu;.6fi x.:DNR'Sg&':;'e,f ix sA a&iXS ssesln;.f!n gx4 tress fesp' U°. & 9dtlsima, a Iran, 4.stezx!m[ave m s+.ap t7: ra ti:et4rm kmmdm:A®s td'tkie daasmmmf, tm mm?armt is prmkb`nd aelt4tmt gnveEen pmrdissimm NON -BEVELED BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12 (MAXIMUM 12/12 PITCH) 1. Tsnr6a iP. P.i; 4445 Fort FEBRUARY 17, 2017 a Alm STANDARD GABLE END DETAIL TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS W/10d NAILS, 6- O.C. VER1 STUD SECTION B-B A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. IAGONAL BRACE 4' - 0' O.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. STDTL08 VERTICAL 2X6 SP OR SPF STUDPBRACE 2 DIAGONAL BRACE 4) - 16d NAILS16d NAILS SPACED 6' O.C. 2) 10d NAILS INTO 2X62X6 SP OR SPF #2 2X4 SP OR SPF #2L HORIZONTAL NAILED TO ERTICALS SECTION A -A W/(4) - 10d NAILS 12 PROVIDE 2X4 BLOCKING BETWEEN Q VARIES TO COMMON TRUSS THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH ENO. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - IOd NAILS 3X4 = v DIAGONAL BRACING ** L - BRACING REFER REFER TO SECTION A -A TO SECTION B-B 24' MAX. NOTE: 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT 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. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 4) Bd NAILS MINIMUM, PLYWOOD SHEATHING TO 2X4 STD SPF BLOCK 12' MAX. 7. GABLE STUD EFLECTION MEETS OR EXCEEEDS L/240- DIAG. BRACE B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. AT 1/3 POINTS 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE IF NEEDED TRUSSES. 10. 10d AND 16d NAILS ARE 0.131'X3.0' AND 0131'X3.5' COMMON WIRE NAILS RESPECTIVELY. 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE 2) DIAGONAL BRACES AT 1/3 POINTS MAXIMUM STUD LENGTH 2X4 SP #3 / STUD 12' O.C. 3-8-10 5-6-11 6-6-11 11-1-13 2X4 SP #31 STUD _ 16' O.C. 3-3-10 4-9-12 6-6-11 9-10-15 2X4 SP #31 STUD 24' O.C. 2-8-6 3-11-3 5-4-12 8-1-2 2X4 SP #2 12' O.C. 3-10-15 5-6-11 6-6-11 11-8-14 2X4 SP #2 16' O.C. 3-6-11 4-9.12 6-6-11 10-H 2X4 SP #2 24' O.C. 1 3-14 3-11-3 6-2.9 9-3-13 DIAGONAL BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED I LINE EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 10d NAILS 6' O.C., WITH 3' MINIMUM END ISTANCE. BRACE MUST COVER 907 OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B OR C ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS. ROOF SHEATHING 2) - lOd NAILS TRUSSES @ 24' O.C. 2X6 DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (S) - 10d NAILS. HORIZONTAL BRACE SEE SECTION A -A) END WALL DETA FEBRUARY 17, 2017 I T WITH 2XIBRACEEONL.Y IL I STDTL09 NOTES: T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 907 OF WEB LENGTH. THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TO CONTINUOUS LATERAL BRACED WEBS. 4 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 NAILING PATTERN T-BRACE SIZE NAIL SIZE NAIL SPACING 2X4 OR 2X6 OR 2X8 10d 6" O.C. NOTE: NAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON TWO-PLY TRUSSES NAIL TO BOTH PLIES) NAILS BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T—BRACE 2X4 I —BRACE 2X6 2X6 T—BRACE 2X6 I —BRACE 2X8 2X8 T—BRACE 2X8 I —BRACE BRACE SIZE FOR TWO-PLY TRUSS SPECIFIED CONTINUOUS ROWS LATERAL BRACING OF WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE T-BRACE / I -BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER) AS WEB MEMBER. NAILS WEB NAILS I -BRACE NAILS WEB T-BRACE SECTION DETAILS FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTL10 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2XG 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY A-1 ROOF TRUSSES OF THE METHODS ILLUSTRATE BELOW. 4451 ST. LUCIE BLVD. FORT PIERCE. FL34946 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE 772-409-1010 BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) -10d TO TOP CHORD NAILS (0.131' X 3') NAILS (0.131' X 3'). ATTACH TO VERTICAL BLS10d 0131' X3 NIBLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK USE METAL FRAMING ANCHOR TO ATTACH TO BOTTOM CHORD ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH 2) - 10d NAILS (0.131' X 3') IN EACH CHORD ATTACH TO CHORD WITH ( 2) #12 X 3' WOOD SCREWS 0. 216' DIAA ATTACH TO VERTICAL L ATTACH TO VERTICAL L INSERT SCREW THROUGH WEB WITH (3) - 10d SCAB WITH (3) - 10d OUTSIDE FACE OF CHORD INTO NAILS ( 0.131' X 3') NAILS (0.131' X 3') EDGE OF STRONGBACK (00 NOT USE DRYWALL TYPE SCREWS) TRUSS 2X6 4' - 0' WALL STRONGBACK ( TYPICAL SPLICE) (BY OTHERS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0.131' X 3') EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d NAILS (0131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING BY OTHERS) FEBRUARY 17, 2017 1 LATERAL TOE -NAIL DETAIL I STDTL11 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 END AS SHOWN). 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. A-1 ROOF TRUSSES 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO 4451 ST. LUCIE BLVD. SPECIES FOR MEMBERS OF DIFFERENT SPECIES. FORT PIERCE, FL 34946 772-409-1010 TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) DIA SP OF HF SPF SPF-S 131 88.0 80.6 69.9 68.4 59.7 ca o J 135 93.5 85.6 74.2 72.6 63.4 n ri 162 108.8 99.6 86.4 84.5 73.8 128 74.2 67.9 58.9 57.6 50.3 c Z0J 131 75.9 69.5 60.3 59.0 51.1 N 148 81.4 74.5 64.6 63.2 52.5 ri THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW. VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE VIEW 2X3) 2 NAILS I NEAR SIDE NEAR SIDE VALUES SHOWN ARE CAPACITY PER TOE -NAIL. SIDE VIEW APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. (2X4) 3 NAILS EXAMPLE: NV41 NEAR SIDE 3) - 16d NAILS (0.162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 1.15: NEAR SIDE 3 (NAILS) X 84.5 (LB/NAIL) X 1.15 (OOL) = 291.5 LB MAXIMUM CAPACITY V-t- NEAR SIDE ANGLE MAY VARY FROM 30' TO 60' 45.00' ANGLE MAY VARY FROM 30' TO 60' 45.00° SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY VARY FROM 30' TO 60' 45.00' FEBRUARY 17, 2017 1 UPLIFT TOE -NAIL DETAIL I STDTL12 A-1 ROOF TRUSSES 4451 5T. LUCIE BLVD. FORT PIERCE, FL 34W 772-409-1010 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. TOE -NAIL WITHDRAWAL VALUES PER NOS 2005 (LB/NAIL) DIA. SP OF HF SPF SPF-S L7 Z 131 59 46 32 30 20 O J 135 60 48 33 30 20 In ffi 162T72T 58 39 37 25 J O 128 54 42 28 27 19 Z Z OJ 131 55 43 29 28 19 LLI J Ln 148 62 48 34 31 21 J N z 120 51 39 27 26 17 O Z 128 49 38 26 25 17 O 131 51 39 27 26 17J 148 57 44 31 28 20 NOTES: I. 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 END AS SHOWN. 2. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3, ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (0.162' DIA. X 3.S') WITH SPF SPECIES TOP PLATE FOR WIND DOL OF 1.33: 3 (NAILS) X 37 (LB/NAIL) X 1.33 (OOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND FOR WIND OOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X 1.60 (OOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LEIS (177 LBS) BUILDING DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION. s:e USE (3) TOE -NAILS ON 2X4 BEARING WALL asks USE (4) TOE -NAILS ON 2X6 BEARING WALL NEAR SIDE FAR S SIDE VIEW IE TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY END VIEW IL NAIL NAIL FEBRUARY 5, 2016 I TYP 2x2 NAILER ATTACHMENT STDTLI3 sjdw-- A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 1.0 X 4 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-101 29'-0" Mean Height, Exp. B, C or D. April 11, 2016 I TYPICAL ALTERNATE BRACING DETAIL I STDTLI4 FO EXTERIOR FLAT GIRDER TRUSS A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 4) 12d TRUSS 2411 O.C. UPLIFT CONNECTION SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES 4) 12d MAX 30" (2'-6") 2x6 #2 SP (Both Faces) 24" O.C. SIMPSON H5 FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772.409.1010 STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND DAMAGED OR MISSING CHORD SPLICE PLATES STDTL15 . TOTAL NUMBER OF NAILS EACH SIDE OF BREAK X INCHES) MAXIMUM FORCE (LBS) 157 LOAD DURATION SP DF SPF HF 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 20 30 24' 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30" 2194 3291 2007 3011 1697 2546 1738 2608 32 48 36" 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42" 3169 4754 2900 4350 2451 3677 2511 3767 44 66 48" 3657 5485 3346 5019 2829 4243 2898 4347 DIVIDE EQUALLY FRONT AND BACK ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2X6) SPACED 4' O.C. AS SHOWN (.131' DIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 3' MEMBER ENO DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRE (L) IS CALCULATED AS FOLLOWS: L = (2) X + C 10d NAILS NEAR SIDE 10d NAILS FAR SIDE l" TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE). DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. S. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. FEBRUARY 17, 2017 I SCAB APPLIED OVERHANGS I STDTL16 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 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 END BEARING CONDITION NOTES: 1. ATTACH 2X SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (.148' 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 WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 400 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 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 772-409-1010 Office 772-409-1015 Fax www.A1truss.com US P STRUCTURAL CONNECTORS* A MiTek: Compmy Hangers Allowable Load (Ibs) DF-L/SP LSL LVL PSL SPF I -JOIST 160% LISP Label Stock No. Code Reports 100% 115% 125% Uplift 100°% 100% 100°% 100% 100% Fastener Schedule T1 JUS24 1881, 655 750 820 510 4) - 10d (Header) FL821.39, 2) - 10d (Joist) 11- 0510.01, RR 25779 IUS24 670 765 825 490 4)-10d(Header) 1) - 10d (Joist) T2 JUS26 1881, 850 975 1060 1115 4) - 10d (Header) FL821.42, 2) - 10d (Joist) 11- 0510.01, RR 25779 LUS26 865 990 1070 1165 4)-10d(Header) 2) - 10d (Joist) T3 MSH422 1831, 2025 2025 2025 22) - 10d (Face - Face Max Nailing) FL822.36, 6) - 10d (Face - Top Max Nailing) 08- 6) - 10d (Joist - Face Max Nailing) 0303.06, 6) - 10d (Joist - Top Max Nailing) RR 25836 4) - 10d (Top - Top Max Nailing) 13116-R THA422 2245 2245 2245 6) - 16d (Carried Member - Face Mount) 6) -10d (Carried Member - Top Flange) 22) -16d (Face - Face Mount) 2) -16d (Face - Top Flange) 4) -16d (Top - Top Flange) THA1422 1835 1835 1835 2) -10d x 1-112 or 2 - 10d x 1-112 (Carried Member) 20) -10d or (1) -10d (Face) 4) - 1Od (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 HTU25 2940 3340 3600 1555 11) -10d x 1-112 (Carried Member) 20) -10d x 1-112 (Carried Member -Max Nailing) 20) -16d x 1-112 (Carrying Member) 20) -16dx 1-112 (Carrying Member- Max Nailing) US P STRUCTURAL CONNECTORS" A MiTek° Company Haneers Allowable Load (Ibs) DF-L / SP LSL LVL PSL SPF I -JOIST 160% USP Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100°% 100% 100°% Fastener Schedule T5 THD26-2 1781, 2540 2920 3175 2285 18) - 16d (Face) FL13285.35, 12) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHU526-2 2785 3155 3405 1550 14) -16d (Face) 6) -16d (Joist) HTU26-2 2940 3340 3600 2175 20) -10d (Carried Member - Max Nailing) 20) -16d (Carrying Member - Max Nailing) T6 THD28 1781, 3865 3965 3965 2330 28) - 16d (Face) FL13285.35, 16) - 10d x 1-1/2 (Joist) 06- 0921.05, RR 25843 HTU28 3820 4340 4680 2140 26) -10d x 1-112 (Carried Member - Max Nailing) 26) -15d (Carrying Member- Max Nailing) T7 THD28-2 1781, 3950 4540 4935 2595 28) - 16d (Face) FL13285.35, 16) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHU528-1 4210 4770 5140 2000 22) - 16d (Face) 8) -16d (Joist) HTU28-2 3820 4340 4680 3485 26) -10d (Carried Member- Max Nailing) 26) -16d (Carrying Member - Max Nailing) T8 THD46 1781, 2540 2920 3175 2285 18) - 16d (Face) FL13285.35, 12) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHU546 2790 3160 3410 1550 14) -16d (Face) 6) -16d (Joist) USP STRUCTURAL CONNECTORS` A MiTBk' Cornwny Hangers Allowable Load (lbs) DF-L / SP LSL LVL PSL SPF I -JOIST USP 160% Label Stock No. Code Reports 100% 115% 125% Uplift 100°% 100% 100% 100% 100% Fastener Schedule T9 THD48 1781, 3950 4540 4935 2595 28) - 16d (Face) FL13285.35, 16) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHU548 4210 4770 5140 2000 22) -16d (Face) 8) -16d (Joist) T10 THDH26-2 1881, 3915 4505 4795 2235 20) - 16d (Face) FL821.75, 8) - 10d (Joist) 06- 0921.05, RR 25779 13116-R HGUS26-2 4355 4875 5230 2155 20) -16d (Face) 8) -16d (Joist) T11 THDH26-3 1881, 3915 450S 4795 2235 20) - 16d (Face) FL821.75, 8) - 10d (Joist) 06- 0921.05, RR 25779 HGUS26-3 4355 4875" S230 2155 20) -16d (Face) 8) - 16d (Joist) T12 THDH28-2 1881, 6535 7515 8025 2665 36) - 16d (Face) FL821.77, 10) - 16d (Joist) RR 25779 13116-R HGU528-2 7460 7460 7460 3235 35) - 15d (Face) 12) - 16d (Joist) T13 THDH28-3 1881, 6770 7785 8025 2665 36) - 16d (Face) FL821.75, 10) - 16d (Joist) 06- 0921.05, RR 25779 HGU528-3 7460 7460 7460 3235 36) -16d (Face) 12) -16d (Joist) Ah- US P JSTRUCTURALhqb-CONNECTORS- A Welk' Company Fastener Comparison 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) - IOd (Header) 4) - 10d (Header) T2 JUS26 LUS26 4) - 10d (Joist) 4) - IOd (Joist) 22) - 30d (Face - Face Max Nailing) 6) -16d (Carried Member - Face Mount) 6) - 30d (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) - 10d x 1-112 (Carried Member- Max Nailing) T4 THD26 HTU26 20) - 16d (Carrying Member) 20) - 16d (Carrying Member -Max Nailing) 18) - 16d (Face) 14) -16d (Face) T5 THD26-2 HHUS26-2 12) - 10d (Joist) 6) - 16d (Joist) 28) - 16d (Face) 26) - 10d x 1-112 (Carried Member- Max Nailing) T6 THD28 HTU28 16)-10d x 1-1/2 (Joist) 26) - 16d x 1-112 (Carrying Member - Max Nailing) 28) - 16d (Face) 22) - 16d (Face) T7 THD28-2 HHUS28-2 16) - 10d (Joist) 8) - 16d (Joist) 18) - 16d (Face) 14) -16d (Face) TS THD46 HHUS46 12) - 10d (Joist) 6) -16d (Joist) 28) - 16d (Face) 22) - 16d (Face) T9 THD48 HHUS48 16) - 10d (Joist) 8) -16d (Joist) 20) - 16d (Face) 20) - 16d (Face) T10 THDH26-2 HGUS26-2 8) - 16d (Joist) 8) - 16d (Joist) 20) - 16d (Face) 20) - 16d (Face) T11 THDH26-3 HGUS26-3 8) - 16d (Joist) 8) -16d (Joist) 36) - 16d (Face) 36) - 16d (Face) T12 THDH28-2 HGUS28-2 10) - 16d (Joist) 12) - 16d (Joist) 36) - 16d (Face) 36) -16d (Face) T13 THDH28-3 HGUS28-3 10) - 16d (Joist) 12) - 16d (Joist) US P STRUCTURAL CONNECTORS" A MiTek'Company REPAIR REQUESTS When sending in repair requests, please use engineering sheets to describe the issue or damage, and email to design@altruss.com. Engineering sheets correctly marked with the issue / damage are required. NOTE: Photos of the issue / damage can be included with the engineering sheet, but })ictures by themselves are in most cases not very helpful. 1. Do not attempt to repair truss until contacting truss manufactltter for rccomtnencicd repair. 2. if there are any special circumstances (sheeted, ductworiz or simiLn- obstructions, etc.) please make sure you note it on the drawing or email request. 3. We cannot provide sealed drawings for "field built" trusses. 4. See example markup details below. BREAK: Use a line to denote the MISSING I DAMAGED PLATE: exact Vocation of the break Circle Missing or Damaged Plate r,. I 2 yv a s. 6 B 5 11 12 13 21 20 L' 44-"- e t 1& 17 16 is ALTERNATE / REbrISED BEARING LOCATION: 7 Draw in new location of bearing, and provide dimension of it's location MISSING PIECE: If there are multiple breaks,. resulting in missing M BREAK: Use aline to 3 denote exact location of breakSPLIT! CRACK: Denote exact lochcn ref f"y! damage, and provide length if giealer than Qr " TRUSS MODIFICATION: 7 If truss is too long ' short, provide detailed sketch and provide dimensions as needed.. MISSING l DAMAGED PLATE: Circle Missing or Damaged Plate DEFLECTION/CROWN: Denote exactlocation ofwhere the start and 1 n Out of plane slop of the issue, as Well as dimensions of wher'a the issue occurs. e" JIL CM Gj, is v, FG3 -Z j, C VW TO" 2'0" 2'1" 0" 2'0'2 fl'6 W TO' 2'0" 2- H J III A FL29G 13 01/4- FG2 ru)s FL06G FLU5 1'6' 2'()' 2'0" 2 120 F Loi FLO5 10 1/4" FCI io, 103 G03G LAFv.T JIA NK Km, W.H 12'0" By Bldr 19'4" 40 01 5 F-- 3--50 5:NN8 11011 RECORD COPY gD City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # # 1 8- 1 0 3 2 Project Location Address(oa Cya-t36!, io L---ck LonO As required by Florida Statute 553.842 and Florida -Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Therma Tru Smooth Star 20461-R3 Sliding Ply Gem 4780 SGD 14634-R3 Sectional Wayne Dalton 9100 - #0600 / #0607 9147.11 / 8174.2 - R12 Roll Up Automatic Other 2. Windows Single Hung Ply Gem 1500 16103 Horizontal Slider Casement Double Hung Fixed Ply Gem 1500 16104 Awning Pass Through, Projected Mullions Ply Gem 1500 16118 Wind Breaker Dual Action Other June 2014 Category/Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Aluminum Coils Inc. Aluminum Soffit Panels 12194 - R7 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R12 Underla ments InterWrap Inc. Rhino Roof Underlayment 15216 - R3 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millenium Metals Inc. MMI - 213 Off Ridge Vent 19567 - R1 Other June 2014 Category/Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Lott's Concrete Products Lintel 17867 - R1 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Tracy McDonald Please Print) June 2014 Garistru0tion Products 1. Product Name Grace Vycor@ Plus Self -Adhered Hashing 2. Manufacturer Grace Construction Products 62 Whittemore Avenue Cambridge, MA 02140 866) 333-3SBM (3726) Fax; (410) 431-7281 www,graceconstrueflon.com www,graceathome.com 3. Product Description BASIC USE Grace Vycor@ Plus Self -Adhered Hashing is a self -searing, fully adhered, composite flexible flashing designed to protect critical non -roof details from air, water and moisture infiltration. It provides an excellent positive seal around the outside and inside of doors and windows and can be used to seal joints, seams, holes and other undesirable openings in wall systems, COMPOSITION & JvIATERIALS Grace Vycor Plus Self -Adhered Hashing is a 25 mil (0.64 mm), cold applied, self -adhering - membrane consisting of a 3 mr (0.07 mm) high density, cross -laminated polyethylene film coated on one side with a 22 mil (0.56 mm) layer of rubberized asphalt adhesive, For ease of apprication, the rolls are interwound with a disposable silicone coated release sheet, The flashing is a dark gray -black. Grace -Vycor Plus Self -Adhered Hashing is now available with RIPCORD', a cord embed- ded in the adhesive layer that allows split release on demand, RIPCORD makes the mem- brane installation faster and easier and enables proper integration with the other waterproofing elements of the wall system. Priming is generally not required for most substrates provided they are clean and dry. However, oh concrete, masonry and DensGlass Gold® apply Perm -ABarrier® WB Primer, If adhesion is found to be marginal, also prime wood composition and gypsum sheathing with Perm -A -Barrier WB Primer. The coverage rate for Perm-A-Barrier.WB Primer is 250 - 350 ff2/gal 6 - 8 m2/L)• Srm Grace Vycor Plus Self -Adhered flashing is available in 75 (22,9 m) rolls in widths of 4", 6", 9" and 12" (100, 150, 225 and 300 mm), The 4" 100 mm) width is packaged 18 rolls per car- ton; the 6" (150 mm) is packaged 12 rolls per carton; and the 9" and 12" (225 and 300 mm) are packaged 6 rolls per carton. LIMITATIONS Grace Vycor Plus Self -Adhered flashing must not be applied in areas where it will be per- manently exposed to sunlight, and must be covered within a reasonable amount of time not to exceed 30 days. Grace Vycor Plus should not be used in hot desert areas in the southwestern Unified States. The following sealants are chemically com- patible with the adhesive side of Grace Vycor Plus Self -Adhered Hashing if the specific formu- lation does not contch hydrocarbon solvents; silicone, acrylic butyl, l-part polyurethane and 2-part polyurethane, This flashing is incompati- ble with creosote; joint sealants containing polysulfide polymer or hydrocarbon solvents, products manufactured from EPDM and flexi- ble PVC; and certain caulks. For more informa- tion, refer to Technical Letter 1, "Chemical Compafirbility with Other Building Materials and Sealants." Grace Vycor Plus Self -Adhered Hashing is designed for NON -ROOF flashing applications. The membrane is slippery - do not use on the roof. DO NOT walk on the membrane. 4. Technical Data APPLICABLE STANDARDS ASTM International ASTM C836 Standard Specification for High Solids Content, Cold Liquid -Applied Bastomeric Waterproofing Membrane for Use with Separate Wearing Course ASTM D412 Standard Test * Methods for Vulcanized Rubber and Thermoplastic Rubbers and Thermoplastic Bastomers-Tension ASTM D570 Standard Test Method for Water Absorption of Hastier ASTM D903 Standard Test Method for Peel or Stripping Strength of Adhesive Bonds ASTM D1876 Standard Test Method for Peel Resistance of Adhesives (F-Peel Test) ASTM D1970 Standard Specification for Self - Adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roofing Underloyment for Ice Dam Protection ASTM D3767 Standard Practice for Rubber - Measurement of Dimensions FLEXIBLE FLASHING 07650 Grace Construction Products PHYSICAL/CHEMICAL PROPERTIES See Table 1. 5. Installation STORAGE Protect materials from rain and physical dam- age. Pallets of Grace Vycor Plus Self -Adhered Flashing should not be double stacked on the jobsite. Provide cover on top and all sides, allow- ing for adequate ventilation, Store this product in Its original, unopened packaging at ambient temperatures between 40 - 90 degrees F (5 - 32 degrees C), under dry conditions and away from exposure to direct sunlight. Store all prod- ucts in a dry area away from high heat, flames or sparks. Store only as much material at point of use as is required for each day's work, ENVIRONMENTAL CONDMONS Grace Vyoor Plus Self -Adhered Hashing can- not .be applied to moist or damp surfaces. After precipitation, allow a minimum of 24 hours for drying before installing the flashing, Grace Vycor Plus Self -Adhered Hashing can be applied at air and surface temperature of 25 degrees F (-4 degrees C) and above. APPLICATION MEFHODS Surface Preparation Substrate must be smooth, clean, dry and free of voids, spoiled areas, loose substrate, loose nails, other sharp protrusions or other matter that will hinder the adhesion or regularity of the flashing installation, Clean loose dust or dirt from the surface wherever Grace Vyoor Plus Self -Adhered Hashing is to be applied by wip- ing with a clean dry cloth or brush. If the flash- ing does not adhere properly to the substrate, apply PemrA Barrier WB Primer at a coverage rate of 250 - 350 ft2/gol (6 - 8 m2/L). Allow primer to dry completely, approxi- mately 1 hour depending on weather condi- tions, before application of flashing. Excess primer will not improve the adhesion of the flashing. The primer is considered dry when the substrate returns to Ifs original color, mini- mum 1 hour, If primed areas are not covered that day, reprime area if there is significant dust or dirt contamination, Hashing Application Install the membrane following the shingle principle: Apply the top membrane layer over the bottom layer so that the system sheds water. For ease of installation,, Grace Vycor Plus Self -Adhered Hashing has measure mark- ings at 6" and 12" 052 and 305 mm) intervals. Cut Vycor Plus into appropriate lengths, SPEC DATAe and NANILSPECe are registered trademarks of Reed Elsevier Inc. The ten portSPEGDATA format confoms to the editorial style Reed Construction 1.- ,-, oavrc mad r—d.1,4i, nM„_ All Mohk Res 11- Use RIPCORD to split the release paper and adhere half of the membrane, if necessary. Peel release paper from roll to expose rub- berLzed asphalt and position flashing to cen- ter over joint location before applying. Move along opening or joint, being careful to put flashing as evenly as possible over the open- ing and avoiding fishmouths along the edges. Roll flashing firmly into place to ensure contin- uous and intimate contact with the substrate. if wrinkles develop, carefully cut out affect- ed area and replace in the similar procedure outlined above. The repair piece also must be pressed into place as soon as possible to ensure continuous and intimate contact with the substrate, Grace Vycor Plus Self -Adhered Flashing must be continuously supported by the sub- strate and must not span or bridgb joints, gaps or voids in excess of 114" (6.4 mm). End laps that occur in subsequent lengths must maintain a minimum overlap of 3" (75 mm). PROTECTION Grace Vycor Plus Self -Adhered flashing must be protected from damage from other trades or construction materials. SAFELY, STORAGE & HANDLING Grace Vycor Plus Self -Adhered flashing prod- ucts must be handled properly. The best infor- mation on safe handling, storage, personal protection, health and environmental consid- erations has been gathered. Material Safety Data Sheets (MSDS) are available from the manufacturer upon request, All users must acquaint themselves with this information. Carefully read detailed precaution statements on product labels and MSDS before use, 6. Availability & Cost AVAILABILITY A nationwide network of distributors carries Grace Vycor Plus Self -Adhered Hashing prod- ucts, Contact a Grace Construction Products representative for ordering and delivery information, COST Grace Vycor Plus Self -Adhered Hashing is competitively priced, For specific inf6rmation, contact a Grace Construction Products repre- sentative, FLEXIBLE FLASHING 07650 Grace Construction Products TABLE I TYPICAL PHYSICAL PROPERTIES OF GRACE VYOOR PLUS SELF -ADHERED FLASHING Property & test Typical value Color Gray -Black Thickness, AsTM D3767, Method A 25 mil (0.64 mm) Low temperature flexibility, ASTM D1970 Unaffected at -45°F (43°C) Elongation, ultimate failure of rubberized asphalt, per ASTM D412 200% minimum Cracked cycling loo cydes per ASTIVI CB36 Unaffected at -25°F (-32°C) Lap adhesion at rrnimum application temperature, ASTM D1876 Modified 60 plf ( 875 N/m) width Adhesion to concrete at minimum application temperature, 60 plf (875 N/m) width ASTM D903 7. Warranty Grace Vycor Plus Self -Adhered flashing is war- ranted at the time of shipment to meet Grace's published specifications, 8. Maintenance Grace Vycor Plus Self -Adhered Flashing, when installed in accordance with manufacturer's recommendations, will not require maintenance, 9. Technical Services Full-time, technically trained Grace Construction Products representatives and technical person- nel, backed by research and development staff, provide support. 10. Filing Systems First Source"' Additional product information is available from the manufacturer. W. R Grace & co.-Com hopes the information here vA be helpful. tt is based upon data and knowledge considered to be true and accu- rate and is offered for the users' consideration, investigation and ver- ificaiian but we do not warrant the results to be obtained Flease read all statements, recommendations and suggesfions in conjunc- tion Qh our condilions of sale, which applyto oil goods suppled by us. No statement recommendation or suggestion is intended for any use which would infringe any patent or copyright. W. R. Grace & Co. Conn. 62 VMemore Avenue, Cambridge, MA 0214a In Canada, Grace Conoda Inc, 294 Clements Road, West, Ajax ontario. Cando LIS 3C6. B•rtuthene, Para -A -Barrier and Vycor are registered trademarks and RIPOORD is a trademark of W. P Grace & Co. -Conn . . DensGlass Gold is a registered trademark of Georgia-Pacific Corporation Copyright 2004 W, R. Grace & Co. earn iP-098E . Printed in the U.S.A. 8104 AFSN/3M r. MANI!- SPEC° ore regrstered trademarllm of Reed Euevier Inc The ten part SPEGDATA tonnat confomu to the eddodol style Reed Construction d. ,.,.,,°rnia for technical accuracy. °21D5 Reed Construction Data. All PDNs Reserved. Data SPEGDATAe an Flashing Application Instructions foe Windows WINDOW INST'AUATION METHOD A: BEFORE WEAThER-RESISTIVE BARRIER Based on the climatic conditions and the exposure of the window, there are a number of different flashing options. The method below is only one of the recommended options see Detail VCRDET-102) which meets AAMA criteria. Refer to the subsequent details (VCBDET-100 to 106) for additional flashing options located on pages 27-33. I' Step One: Pre-cut the Grace Vycor Plus flashing using the measurement markings. The length of the flashing should extend beyond the sill equal to the width of the jamb flashing (see Table I, page 8). Step Two: Before installing flashing on sill and iambs, locate the RIPCORD. Step Three: Rewind the pre-cut flashing. Position inside rough opening on the vertical jamb 9 inches up on each side. Apply to win- dowsill, removing half the release paper and exposing the adhesive. Roll firmly into position. Make vertical relief cuts starting from corner of win- dow sill upward. Roll firmly into place as necessary. Note: Do not remove the release paper on the bottom half of the flashing until future tie-in with the weather -resistive barrier. Splitthe release paper Install window as per manufacturer's recommendation. in half allowing for easy if sealant is used, ensure all excess sealant is removed from installation. nailing flange and surrounding area to provide a smooth con- tinuous substrate. (ASTM does not require a sealant on top of window flange when using self -adhered flashing.) I-E Flashing Application Instructions for Windows WINDOW INSTALLATION: METHOD A BEFORE WEATHER -RESISTIVE BARRIER (continued) Step Four: Apply the pre-cut jamb flashing onto the nailing flange. Position above the head flange. Unroll flashing and expose adhesive by removing the release paper. Roll firmly into place as necessary. Repeat on the other side. Step Five: Install the pre-cut flashing over window head flange by removing release paper. Roll firmly into place. Mechanically fasten- head flashing at top outermost corners, as necessary. Step Six: Install weather - resistive barrier as per manufacturer's recommendations. Position weather - resistive barrier under sill flashing. Remove remaining half of the release paper from the sill flashing. Adhere to weather- resistive barrier to ensure a water shedding tie-in. El Flashing Applicatioe Instructions for.Windows METHOD B: AFTER WEATHER -RESISTIVE BARRIER In this option (see Detail VCBDET--100) the weather -resistive barrier has already been installed before the window and flashing. 11 L-- ------- a7a Step One: Cut and remove weather - resistive barrier from rough opening of window sill. Secure, if necessary, to face of sill. Score and fold weather - resistive barrier above header. Temporarily secure to allow for flashing installation. Step Two: Pre-cut the Grace Vycor Plus flashing using the measurement markings. Use caution when cutting the membrane. Step Three: Before installing sill flashing, locate the RIPCORD. Split the release paper in half allowing for easy installation. Flashing Application Instructions for Windows WINDOW INSTALLATION: METHOD B AFTER WEATHER -RESISTIVE BARRIER (continued) Step Four: Reroll the pre-cutflashing. Position inside of rough opening on the vertical jamb. Apply flashing to window sill by removing half of the release paper and exposing the adhesive. Roll firmly into position. Make vertical relief cuts starting from corner of windowsill upward. Roll firmly into place as necessary. Note: Do not extend sill flashing beyond outside edges of jamb flashings. Install window as per manufacturer's recommendation. If sealantisused, ensure all excess sealant is removed from nailing flange and surrounding area to provide a smooth continuous substrate. Step Five: Apply the pre-cutf lashing onto the nailing flange after window has been installed. Position jamb flashing above the head flange. Note: Do not remove the release paper on the other half of the flashing if future tie-in with top of vinyl sid- ing is required by others see Detail VCRDET-107). Unroll flashing by removing the release paper exposing the adhesive. Roll firmly into place as necessary. Repeat on other side. El f lashing Ap' lit'ation' Instructions for Windows WINDOW INSTALLATION: METHOD B AFTER WEATHER -RESISTIVE BARRIER (continued) Step Six: Install pre-cutflashing overthe window head flange by removing release paper, exposing the adhe- sive. Roll firmly into place. Mechanically fasten head flashing at top outermost corners, as necessary. Step Seven: Remove temporary secure- ment of weather -resistive barrier above header. Fold over head flashing. Seal with weather -resistive barrier seam tape. Install siding and flashing below window as per siding manufacturer's or Vinyl Siding Institute recommendations. Step Eight: Flashing should be long enough to direct water over the nailing flange of the last course of siding see Detail VCRDET--107). Trim excess flashing that hangs below the nailing flange. Discard in appropriate manner. Note: These same steps can he used for other accessory openings i.e. under doors, electrical outlets). El Flashing Application Instructions for Doors DOOR INSTALLATION Like flashing windows, Grace Vycor Plus is also the product of choice for flashing around doors. 11 Step One: Using the measurement markings, pre-cut a 12 inch piece of Grace Vycor Plus. Install onto ledger board. I3 Step Two: Install the weather - resistive barrier as per manufacturer's recom- mendation. Gutoutthe weather -resistive barrier from rough door opening. Remove also from inside bottom of sill. Step Three: Install corner patch under- neath the weather -resistive barrier as per Detail VGRDET-201. Repeat on other side. Note: Bowtie corner patch option is shown in photo. For door installation detail refer to page 35 (VCRDET-200). For deck installation detail refer to page 37 (Detail VCRDET- 300). For complete deck installation guidelines consult the deck section of this book. F"I Flanged Window VCRDET-1oo Flashing Installation After Weather -Resistive Barrier MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE VYCOe PLUS - WEA111 1- RMSnveBARM WEATHER - RESISTIVE BARRIER - DO NOT FLASH OVER — BOTTOM NAILING FLANGE Flanged Window VCRDET--1o1 Option 1- Low Exposure MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE VYCOR® PLUS -- GRACE VYCOR ® PLUS DO NOT FLASH OVER — BOTTOM NAILING FLANGE FOLD UP WEATHER - RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING SILL PLATE SEE VCRDET-106 FOR OPTIONS) Head flashing tie-in instructions: 1. Cut, fold up and temporarily secure weather -resistive barrier above header to allow for flashing installation 2. Install Grace Vycor Plus head flashing under weather -resistive barrier eN 3. Fold weather -resistive barrier back over head flashing and seal with tape Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Remove weather -resistive barrier from top I I \- GRACE VYCOR®PLUS of window sill plate 4. Install Grace Vycor Plus in order shown by numbers EXTERIOR SHEATHING SILL PLATE SEE VCRDET-106 FOR OPTIONS) 5. Install Grace Vycor Plus and weather - resistive barrier to form water -shedding laps 6. Detail also relevant for Grace VycorV40 Notes: 1. For the most current details, installation video and product information, see our web site at www.grgceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order as shown by numbers 4. If applicable, leave release paper on lower half of sill flashing until future tie-in 5. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 6. Detail also relevant for Grace Vycor V40 I Flanged Window VCRDET-702 Option 2 - AAMA Recommendation Notes: EXTERIOR 1. SHEATHING For the most current details, installation video NAILINGLAFNGE and product information, see -our web site at www.graceconstruction.com MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH 2. RIPCORD® (Split Release on Demand) can be GRACE VYCOR® PLUS removed from Grace Vycor" Plus for ease of installation 3` 3. Install Grace Vycor Plus in order shown by numbers C; 4. If applicable, leave release paper on lower GRACE i ; GRACE half of sill flashing until future tie-in VYCOR®PLUS ; VYCORo PLUS 5. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 6. Detail also relevant for Grace Vycor V40 t DO NOT FLASH OVER ' BOTTOM NAILING FLANGE Flanged Window VCRDE--im Option 3 - Severe Exposure Notes: MECHANICALLY FASTEN AS—- IN CORNERS EXTERIOR SHEATHING 1. For the most current details, installation NECESSARY video and product information, see our webTHROUGHGRACE ; vYCOR PLUS ! 3t,'y ; site at www.graceconStruction.COM 1 2. RIPCORD° (Split Release on Demand) can be SILL PLATE removed from Grace Vycor° Plus for ease of Y , z SEE VCRDET-106 FOR OPTIONS) installation 3. install Grace Vycor Plus in order shown by numbers leave on lower GRACE 4. If applicable, release paper GRACE J VYCOR® PLUS half of sill flashing until future tie-inVYCOR® ; ° PLUS 5. Install Grace Vycor Plus and weather-resis- tine barrier to form water -shedding laps 6. Detail also relevant for Grace VycorV40 DO NOT FLASH OVER BOTTOM NAILING FLANGE Half Round Window VCRDET-1o4 Option 1 - Low to Moderate Exposure EXTERIOR SHEATHING REFERTO TECHNICAL LETTER -,'I ON CHEMICAL COMPATIBWTYVWTH eNAILINGFLANGE DO NOT FLASH OVER BOTTOM NAILING FLANGE GRACE® VYCOR PLUS — Half Round Window VCRDE-105 Option 2 -Severe Exposure EXTERIOR SHEATHING— REFER TO TECHNICAL — LETTER g1 ON CHEMICAL COMPATIBILITY WITH NAILING FLANGE DO NOT FLASH OVER BOTTOM NAILING FLANGE SILL PLATE SEE VCRDEr--106 FOR OPTIONS) GRACE VYCOR® PLUS CORNER PATCH SEE VCRDET--504 FOR OPTIONS) Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstructi on.com 2. RIPCORD' (Split Release on Demand) can be removed from Grace Vycor° Plus for ease of installation 3. Install Grace Vycor Plus in order as shown by numbers 4. Mechanically. fasten as necessary 5. If applicable, leave release paper on lower half of sill flashing until future tie-in 6. Install Grace Vycor Plus and weather -resistive barrier to farm water -shedding laps 7. Detail also relevant for Grace VycorV40 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order shown by numbers 4. Mechanically fasten as necessary 5. If applicable, leave release paper on lower half of sill flashing until future tie-in 6. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 7. Detail also relevant for Grace Vycor V40 Sill Plate ®PtionS VCRDET-106 OPTION - A NOTE #2 - 7zWALLSHEATHING VINY1 GRACE VYCORO PLUS WOODEN SIDING SILL PLATE SEE NOTE #2 OPTION - B CORNER PATCH OR COMPATIBLE SEALANT WOODEN FURRING STRIP iJ SILL PLATE WALL SHEATHING Tie-in with Vinyl Siding at Window Sill VCRDET 107 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installatiioo 3. Remove weather -resistive barrier from top of window sill plate 4. Install sill flashing as shown at left 5. Install Grace Vycor Plus around remaining window unit per Grace Window Details VCRDET-100 to 105) B. Install Grace Vycor Plus and weather - resistive barrier to form water -shedding laps 5. Option C: Install wooden furring strip on top of wooden siding prior to Grace Vycor Plus 6. Detail also relevant for Grace Vycor V40 Notes: 1. For the most current details, installation video and product information, see our web site at wvvw.graceconstruction.com 2. RIPCORDO (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus and weather -resistive barrier to form RD@ RELEASE ON DEMAND") water -shedding laps 4. Remove weather -resistive barrierfrom top of window sill plate SILL PLATE 5. Leave release paper on lower half of Grace Vycor Plus Sill SEE VCRDET-106 FOR OPTIONS) Flashing until future tie-in 6. Extend Grace Vycor Plus over nailing flange of the last com- plete course of siding panel and trim Grace Vycor Plus to L SHEATHING protect from permanent exposure to UV 7. Install Grace Vycor Plus around remaining window unit per Grace Window Details (VCRDET 100 to 105) HEATHER RESISTIVE 3ARRIER (OPTIONAL) 8. Detail also relevant for Grace Vycor V40 9. Leave release paper on or other bond breaker between Grace Vycor Plus and vinyl Outside Corner VCRDET-50o WEATHER RESIS BARRIER (OPTIO GRACE VYCOR® PLUS Wall -to-Wall outside Corner VCRDET--501 GRACE VYCOR PLUS SIDING Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstFuction.com iEATHING 2. RiPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order as shown by numbers 4. Mechanically fasten as necessary 5. Install Grace Vycor Plus and weather -resistive barrierto form water -shedding laps GRACE vyCOR® PLUS 6. Detail also relevant for Grace Vycor V40 ET-504 FOR OPTIONS) R is Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus and weather -resis- tive barrier to form water -shedding laps 4. Extend Grace Vycor Plus beyond joint between siding and comer post/boards 5. Install Grace Vycor Plus on outside corner for the height of the wall 6. Detail also relevant for Grace Vycor V40 Inside Corner VCRDET-5D2 RUBBE ASPHE Wall -to -Wail inside Corner VCRDET-503 VINYLL. SIDING VYCORI SIDING RUBBERIZED ASPHALT ADHESIVE nr BEFORE FOLDING, ERR 'AIEPAPER TO ASSHOWN) Y FASTEN AS NECESSARY IN OUGH GRACE UNDERLAYMENT WOO_ D SIDING Notes: 1. For the most current details, instal lation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® ( Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Use a square piece of membrane (3 inches x 3 inches minimum) for inside corner 4. Use RIPCORD (Split Release on Demand) for ease of installation and to minimize scoring release paper 5. Fold as shown by arrows _ 6. Angle of comer may vary, adjust folding of the membrane accordingly to fit tightly to comer . 7. Install Grace Vycor Plus and weather -resistive bar- rierto form water -shedding laps 8. Detail also relevant for Grace Vycor V40 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstrucron.com 2. RIPCORD® ( Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus and weather - resistive barrier to form water -shedding laps 4. Extend Grace Vycor Plus beyond joint between siding and corner post/boards 5. Install Grace Vycor Plus on inside corner for the height of the wall 6. Detail also relevant for Grace VycorV40 Conner Retailing patch Options UCRDET-504 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstrucfion.com 2. RIPCORD" (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Remove release paper at time of installation of comer patch 4. Nominal patch size is 3 inches x 3 inches 5. Detail also relevant for Grace Vycor V40 Optian-A i PATCH -A Option-B PATCH-B Option-C PATCH-- RELIEF CUT r!1 I V 1 - INSTALLED AT CORNER r-J 1I - - INSTALLED AT CORNER rh i vi r INSTALLED AT CORNER i Foundation Sill Plate VCRDET--505 Option 1 WEATHER -RESISTIVEERRESISTI BARRIER (OPTIONAL)L) EXTERIOR - SHEATHING GRACE VYCOR0 Foundation Sill Plate VCRDET-5o6 Option 2 WEATHER -RESISTIVE BARRIER (OPTIONAL), EXTERIOR - SHEATHING STUD WALL SILL SEAL GRACEVYCOR® PLUS FOUNDATION WALL STUD WALL SILL SEAL GRACE VYCORO PLUS FOUNDATION WALL Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD° (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order shown by numbers 4. Install Grace Vycor Plus and weather-resis- tive barrier to form water -shedding laps 5. If priming is necessary, use Perm -A -Barrier`" WB Primer to promote adhesion to concrete 6. Detail also relevant for Grace Vycor V40 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor° Plus for ease of installation 3. Install Grace Vycor Plus in order shown by numbers 4. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 5. If priming is necessary, use Perm -A -Barrier WB Primer to promote adhesion to concrete 6. Detail also relevant for Grace VycorV40 Georgia-Pacific Denr Plus Technical Service Hotline 1.800.225.6119 or Interior Panels www.gpgypsum.com Manufacturer Georgia-Pacific Gypsum Georgia-Pacific Canada 133 Peachtree Street 2180 Meadowvale Boulevard, Suite 200 Atlanta, GA 30303 Mississauga, ON L5N 5S3 Technical Service Hotline: 1-800-225-6119 Description DensArmor Plus° Interior Panels are noncombustible (as defined and tested in accordance with ASTM E136 or CAN/ULC S114) interior panels that consist of a moisture -resistant gypsum core with coated fiberglass mats. The fiberglass mats provide superior protection from incidental moisture. DensArmor Plus Panels arehighlyresistanttothegrowthofmold, and have scored a 10, the highest level of performance for mold resistance under ASTM D3273 test method. The core of DensArmor Plus panels is reinforced with fiberglass, increasing the product's strength. The treated core and the coated facings made with fiberglass offer greater moisture resistance and improved dimensional stability than regular gypsum board. The product resists warping, rippling and buckling. They have a tapered edge to receive joint treatment The field of the board can be finished in the same manner as regular gypsum board. DensArmor Plus Interior Panels are GREENGUARD and GREENGUARD Gold Certified for low emissions of volatile organic compounds (VOCs) by a leading third -parry organization, UL Environment. In addition, DensArmor Plus Interior Panels are listed as GREENGUARD microbial resistant This listing means DensArmor Plus Panels, which feature fiberglass mats instead of paper facings used on the surface of traditional gypsum board products, resist mold growth. The microbial resistant test is based on ASTM D6329, a testing standard set by ASTM International, which develops testing guidelines and procedures for building materials, products, systems, and services. DensArmor Plus Panels also are listed in the Collaborative for High Performance Schools® (CHPS®) High Performance Products Database for low emissions of VOCs. CHPS is a national non-profit organization that works with school districts and their design teams to improve the quality of education by using products that have met requirements to receive CHPS credits. Primary Uses DensArmor Plus Interior Panels are an interior wall or ceiling covering material for use in new construction or renovation work. They are designed for direct attachment with sbr"ews or nails to wood and metal framing or existing surfaces. They may be used as a covering material for flat or curved structures. DensArmor Plus Panels are manufactured with fiberglass mat surfaces. They have a tapered edge to receive joint treatment Use on interiors of exterior walls, where moisture intrusion is most likely. Use in pre -rock areas, where the windows, doors or roof have not been installed making moisture intrusion inevitable. DensArmor Plus Panels come with a limited warranty against delamination and deterioration for up to 12 months of exposure to normal weather conditions.* Use in wet areas behind tile, such as tub and shower areas, where ASTM C1396, Section 7 is allowed by code. For complete warranty details, visit www.gpgypsum.com. Submittal Job Name Approvals Contractor n+e Limitations DensArmor Plus Interior Panels are a non-structural product and should not be used as a nailing base to support heavy wall -mounted objects. Intended for interior applications and soffits in protected areas, DensArmor Plus Panels must be kept dry during storage and handling. Do not use DensArmor Plus° Fireguard® (per ASTM C1658) Panels where there is prolonged exposure to temperatures exceeding 125° F (52`C), e.g. adjacent to wood burning stoves, heating appliances, saunas or steam rooms. Technical Data Flame spread and smoke developed rating of 0/0 when tested in accordance with ASTM E84 or CAN/ULC S102. Noncombustible as described and tested in accordance with ASTM E136 or CAN/ULC S114. 5/8" DensArmor Plus Fireguard panels are UL and ULC Classified Type DAP. 1/2" and 5/8" DensArmor Plus® Fireguard CO panels are UL and ULC Classified Type DAPG. Decoration DensArmor Plus Interior Panels are designed to accept most types of paints, textures and wall covering materials. Because of the enhanced moisture- and mold -resistant properties of DensArmor Plus Panels, drying times for both joint compound and wall coverings may vary. Always follow paint or wall covering manufacturer's installation instructions when applying either of these finishes. Georgia-Pacific Gypsum strongly recommends priming the surface of DensArmor Plus Panels with a quality, high solids primer/sealer before applying a final decorative material. Priming will equalize the suction variations between the joint compounds and the fiberglass surfaces. If glossy paints are used in such areas as kitchens or bathrooms, skim coat joint compound over the entire surface of DensArmor Plus Panels to reduce highlighting or joint photographing. This method is also recommended in areas with severe natural or artificial side lighting. Handling and Us"AUTION This product contains fiberglass facings which may cause skin irritation. Dust and fibers produced during the handling and installation of the product may cause skin, eye and respiratory tract irritation. Avoid breathing dust and minimize con- tact with skin and eyes. Wear long sleeve shirts, long pants and eye protection. Always maintain adequate ventilation. Use a dust mask or NIOSH/MSHA approved respirator as appropriate in dusty or poorly ventilated areas.. Stack DensArmor Plus Interior Panels flat on a level surface. As individual sheets are removed for installation, they should be raised up on edge carefully and carried in a vertical position. Appropriate handling for gypsum board is also outlined in Gypsum Association Publications GA-216 and GA 801. Take care to avoid impact, undue flexing and subsequent damage to board edges, ends and comers. Material Safety Data Sheet (MSDS) is available at www.buildgp_com/safetyinfo or call 1-404-652-5119. Applicable Standards Manufactured to meet ASTM C1658, ASTM C1396 Section 7 and ASTM CI177. continued - fin•- e-Tm: Georgia-Pacific Technical Service Hotline1.800.225,6119or Interior Panels 'N//ti W.gpgypSUM.co.nl Sizes and Edges DensArmor Plus Thickness: 1/2" (12.7 mm); Width: 4' (1219 mm); Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered DensArmor Plus Fireguard C Thickness:1/2" (12.7 mm); Width: 4' (1219 mm); Lengths: B'-12' (2438 mm-3658 mm); Edges: Tapered DensArmor Plus Fireguard Thickness: 5/8" (15.9 mm); Width: 4' (1219 mm); Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered DensArmor Plus Fireguard C Thickness: 5/8" (15.9 mm); Width: 4' (1219 mm); Lengths: B'-12' (2438 mm-3658 mm); Edges: Tapered Physical Properties Installation DensArmor Plus® Interior Panels should be installed according to the most current versions of Gypsum Association Publication GA-216 "Application and Finishing of Gypsum Board for Non -Fire -Rated Construction." For fire -rated installations, the installation and details shall be in conformity with those assemblies published in the Gypsum Association Fire Resistance Design Manual GA-600, UL and ULC Fire Resistance Directories. Thickness, nominal' 1/2' (12.7 mm) 1/54" (0.4 mm) 1/2" (12.7 mm) 1/64" (0.4 mm) 5/8" (15.9 mm) 1/64" (0.4 mm) 1/ 4 (0. mm) 64" 0.4 mm) Width, standard' 4' (1219 mm) Qr I?" n A --I 4' (1219 mm) 3/3211 12.4 mm) 4' (1219 mm) 3/32" (2.4 mm) 4' (1219 mm) 3/32" (2.4 mm) Length, standard' 8' (2438 mm) to 12' (3658 mm) 8' (Z4j8 mm) To 12' (3658 mm) O 1L4JO 1111111 W 12' (3658 mm) 12' (3658 mm) 1/4" (6.4 mm) 1/41'(6.4 mm) 1/4" (6.4 mm) Weight', nominal, lbs./sq. ft, (Kg/m2) 2.0 (9.8) 2.0 (9.8) 2.5 (12.2) 2.4 (12.1) Edges Tapered Tapered Tapered Tapered Permeance', Perms (ng/Pa • s • in') 10 (570) 10 (570) 10 (570) 10 (570) Linear expansion with moisture change, in/in %RH (mm/mm %RH) 6.25 x 10' 6.25 x 10' 6.25 x 10-' 6.25 x 101 Coefficient of thermal expansion, infin/°F (mm/mm/*C) 8.5 x 10-1(15.3 x 10-1) s c8.5 x 10 (15.3 x 10) s8.5 x 10 (15.3 x 10 ) 8.5 x 10' (15.3 x 10') Flexural strength, parallel, Ibf.-' (N) z80 (356) 2tB0 (356) z100 (444) 2:100 (444) Flexural strength, perpendicular, Ibf.3-' (N) z100 (444) z100 (444) z140 (622) 2-140 (622) R Value? ft2• °F• hr/BTU (mz• K/W) 56 (O.D99) 55 (0.099) 67 (0.118) 67 (0.118) Combustibility' Noncombustible Noncombustible Noncombustible Noncombustible Nail pull resistance, Ibf.3 -0 (N) z80 (356) 2:80 (356) 2:90 (400) 2:90 (400) Hardness core, edges and ends, Ibf. (N) z15 (67) z15 (67) z15 (67) z15 (67) Water absorption (% of weight)" 5 5 5 5 Surface water absorptlon3•4 1.6 grams 1.6 grams 1.6 grams 1.6 grams Surface burning characteristics per ASTM E84 or CAN/ULC S102): 0/0 0/0 0/0 flame spread/smoke developed Humidified deflection3.' 0/0 S2/8" (6.4 mm) 52/8" (6.4 mm) 51/8" (3 mm) 51/8 (3 mm) Bending radius' 6' (1829 mm) 6' (1829 mm) 8' (2438 mm) 8' (2438 mm) Represents approximate weight for design and shipping purposes 5 Double fasteners on ends as needed 1 Tested in accordance with ASTM C518 s As defined and tested in accordance with ASTM E136 or CAN/ULC S114. 3 Tested in accordance with ASTM C473 ' Tested in accordance with ASTM E96 (dry cup method) 4 Specified values perASTM C1658 and ASTM C1177 Georgia-Pacific Gypsum U.S.A. Georgia-Pacific Gypsum LC Georgia-Pacific Gypsum II LC Canada Georgia-Pacific Cahada LP SALES INFORMATION AND ORDER PLACEMENT USA. West 1-800-824-7503 Midwest 1-800-876-4746 South Central: 1-890-231-6060 Southeast 1-800-327-2344 Northeast 1-800-947-4497 CANADA Canada Tall Free:1-800-387-6823 Quebec Toll Free:1-800-361-0486 TECHNICAL INFORMATION U.S.A. and Canada:1-800-225-6119, www.gpgypsum.com 02014 Georgia-Pacific Gypsum LLG All rights reserved 1/14. GNTM lit Item,5322411 TRADEMARKS Unless otherwise noted, all trademarks are owned by or licensed to Georgia-Pacific Gypsum LLC. Collaborative for High Performance Schools and CHPS are trademarks owned by Collaborative for High Performance Schools Inc. WARRANTIES, REMEDIES AND TERMS OF SALE For current warranty information for this product, please go to www.gpgypsum.com and select the product for warranty information. All sales of this product by Georgia-Pacific are subject to our Terms of Sale available at www.gpgypsum.com. UPDATES AND CURRENT INFORMATION The information in this document may change without notice. Visit our website at www.gpgypsum.com for updates and current information. CAUTION For product fire, safety and use information, go to vvvuw.huildgp.com/safetyinfo or call 1-800-225=6119. FIRE SAFETY CAUTION Passing a fire test in a controlled laboratory setting and/or certifying or labeling a product as having a one -hour, two-hour, or any other fire resistance or protection rating and, therefore, as acceptable for use in certain fire rated assemblies/systems, does not mean that either a particular assembly/system incorporating the product, or any given piece of the product itself, will necessarily provide one -hour fire resistance, two-hour fire resistance, or any otherspecifiedfireresistanceorprotectioninanactualfire. In the event of an actual fire, you should immediately take any and all actions necessary for your safety and the safety of others without regard for any fire rating of any product or assembly/system. Georgia-Pacific Manufacturer Georgia-Pacific Gypsum Georgia-Pacific Canada 133 Peachtree Street 2180 Meadowvale Boulevard, Suite 200 Atlanta, GA 30303 Mississauga, ON L5N 5S3 Technical Service Hotline:1-800-225-6119 Description DensGlass® Sheathing is a gypsum panel made of a treated, water-resistant core, surfaced with fiberglass mats and a GOLD colored primer coating. Providing superb protection from the elements, DensGlass Sheathing is resistantto delamination and deterioration due to weather exposure —even during construction delays that last as long as twelve months after installation and are backed by a limited warranty against delamination and deterioration for up to 12 months of exposure to normal weather conditions * DensGlass Sheathing panels are also mold -resistant, and have scored a 10, the highest level of performance for mold resistance under ASTM D3273 test method. DensGlass Sheathing exhibits a dimensional stability that assures resistance to warping, rippling, buckling and sagging for a flat and even substrate and is noncombustible as defined and tested in accordance with ASTM E136 or CAN/ULC 5114. Since DensGlass Sheathing is strong in both directions, it may be installed either parallel or perpendicular to wall framing members (always follow specific assembly installation instructions). Primary Uses Because of the superior performance of DensGlass Sheathing, it is specified for exterior walls, ceilings and soffits in a wide variety of applications. These include exterior insulation and finish systems (EIFS); cavity brick or stone veneer applications; cladding such as wood siding, vinyl siding, composition siding, wood shingles, shakes, conventional stucco systems, plywood siding panels; and interior finish systems that require a substrate panel with superior fire and moisture resistance. For EIFS applications, DensGlass Sheathing is an ideal substrate for adhesive or mechanical application of expanded polystyrene or extruded polystyrene insulation, and is recommended in all climate zones. Manufacturers of water and air resistive barriers, which include attached flexible membranes, self -adhered membrane and liquid applied, have found DensGlass Sheathing to be a suitable substrate for their systems. DensGlass Sheathing is an ideal product for exterior ceilings and soffits for both cold and warm climate zones. It resists sagging, even under exceptionally humid conditions. Panels are applied directly to structural framing. Surface and joints may be finished and painted, or surfaced with an exterior finish system. Limitations DensGlass Sheathing is resistant to normal weather conditions, but it is not intended for immersion in water. Cascading roof/floor water should be directed away from the sheathing until appropriate drainage is installed. Avoid any condition that will create moisture in the air and condensation on DensGlass Sheathing. The use of forced air heaters creates volumes of water vapor which, when not properly vented, can condense on building materials. The use of these heaters and any resulting damage is not the responsibility of Georgia-Pacific Gypsum. Consult heater manufacturer for proper use and ventilation. For complete warranty details, visit www.gpgypsum.com. Submittal Job Name Approvals Contractor Date Technical Service Hotline 1.800.225.6119 or www.gpgypsum.com When DensGlass Sheathing panels are used in slanted wall applications, that portion of the wall must be temporarily protected from the elements. Do not allow water to pond or settle on sheathing. Also, exposed wall ends must be covered to prevent water from infiltrating the cavity. Georgia-Pacific Gypsum does not warrant and is not responsible or liable for the performance of the cladding or exterior systems applied over DensGlass Sheathing. The suitability and compatibility of any system is the responsibility of the system manufacturer or design authority. Do not laminate masonry surfaces to DensGlass Sheathing; use furring strips or framing. DensGlass Sheathing is not intended for roof applications. For roof applications, consult our DensDeck° Roof Board brochure. DensGlass Sheathing is not intended for interior or exterior tile applications. For interior tile applications, consult our DensShield® Tile Backer brochure. DensGlass Sheathing should not be used in lieu of plywood where required. Do not apply DensGlass Sheathing below grade. For all installations, design details such as fasteners, sealants and control joints per system specifications must be properly installed. Openings and penetrations must be properly flashed and sealed. Failure to do so will void the warranty. Do not use DensGlass Sheathing as a base for nailing or mechanical fastening. Fasteners should be flush to the face of the board, not countersunk. Technical Data DensGlass Sheathing is noncombustible as described and tested in accordance with ASTM E136 or CAN/ULC 5114. DensGlass Sheathing exceeds ASTM C1396 sheathing standards for humidified deflection by a factor of 10 in tests over the standard for regular gypsum sheathing. 5/8" (15.9 mm) DensGlass" Fireguard® Sheathing is UL and ULC classified Type DGG. DensGlass Sheathing is manufactured to meet ASTM C1177. Flame spread and smoke develop rating of 0/0 when tested in accordance with ASTM EB4 or CAN/ULC S102. Handling and Use —CAUTION This product contains fiberglass facings which'may cause skin irritation. Dust and fibers produced during the handling and installation of the product may cause skin, eye and respiratory tract irritation. Avoid breathing dust and mini- mize contact with skin and eyes. Wear long sleeve shirts, long pants and eye protection. Always maintain adequate ventilation. Use a dust mask or NIOSH/ MSHA approved respirator as appropriate in dusty or poorly ventilated areas. Material Safety Data Sheet (MSDS) is available at www.buildgp.com/safetyinfo or call 1-404-652-5119. Product Data Thicknesses:1/2"(12.7 mm); 5/8" (15.9 mm) is Type X (ASTM C1177) Width: 4' (1220 mm) standard, tolerance up to t 1/8" (3.2 mm) Lengths: 8' (2438 mm), 9' (2743 mm) or 10' (3048 mm) standard Edges: Square condnued—)-- ter= a Georgia-Pacific De nslasso Technical Service Hotline 1.800.225.6119 or Sheathino I ' WN/W'gpgypsum•com cal Properties Width, nominal 4' (1219 mm) ± 1/8" (3 mm) 4' (1219 mm) ± 1/B" (3 mm) Length, standard B' (2440 mm), 9' (2743 mm), B' (2440 mm), 9' (2743 mm), 10' ( 3048 mm), ± 1/4" (6 mm) 10' (3048 mm), ± 1/4" (6 mm) Weight, nominal, lbs./sq. ft. (Kg/mz) 1.9 (9) 2.5 (12) J Bending radius' 6' ( 1929 mm) 8' (2438 mm) Racking strength6, lbs./ft. (dry) (N/m), Ultimate —not design value 540 (7878) 654 (9544) Flexural strength'-, parallel, IV. (N), 4' weak direction 280(356) z100 (445) Compressive strength min. 500 psi (3445 kPa) min. 500 psi (3445 kPa) Humidified deflection'•" 2/8" (6 mm) 1/B" (3 mm) Permeancez, Perms (ng/Pa•s•m') 23 (1300) 17 (970) R Value', ft .°F•hr/BTU (m2•K/W) 56 (0.099) 67 (0.118) Combustibility' Noncombustible Noncombustible Linear expansion with moisture change, infin %RH (mm/mm %RH)B 6.25 x 101 6.25 x 10-1 Surface burning characteristics per ASTM E84 or 0/0 CAN/ULC S102: flame spread/smoke developed 0/0 Coefficient of thermal expansion, 8.5 x 101 15. 3 x 10-91 8. 5 x 10, 15. 3 x 10-91 in/ in/°F(mm/mm/°C) Tested in accordance with ASTM C473 5 Double fasteners on ends as needed 1 Tested in accordance with AS7M E96 (dry cup method) 3 Tested in accordance with ASTM C518 (heat flow meter) 5 Tested in accordance with ASTM E72 7 As defined and tested in accordance with ASTM E136 or CAN/ULC Si 14 4 Specified values perASTM C1177 9 As stated by Gypsum Association GA-235 9 Tested in accordance with ASTM E22B-65 Akh, Georgia-Pacific Gypsum U. S.A. Georgia-Pacific Gypsum LLC Georgia- Pacific Gypsum II LLC Canada Georgia-Pacific Canada LP SALES INFORMATION AND ORDER PLACEMENT U. S.A. West 1-800-824-7503 Midwest 1-800-876-4746 South Central: 1-890-231-6050 Southeast 1-800-327-2344 Northeast 1-800-947-4497 CANADA Canada Toll Free:1-800-387-6923 Guebec Toll Free:1-890-351-0486 TECHNICAL INFORMATION U. S.A. and Canada:1-800-225-6119, www.gpgypsum.com @2014 GerngiaPecifrc Gypsum I.I.C. All rights reserved. 1/14. GNTM LiL Item -532251 TRADEMARKS Unless otherwise noted, all trademarks are owned by or licensed to Georgia-Pacific Gypsum LLC. WARRANTIES, REMEDIES AND TERMS OF SALE For current warranty information for this product, please go to www.gpgypsum.c0m and select the product for warranty information. All sales of this product by Georgia-Pacific are subject to our Terms of Sale available at www.gpgypsum.com. UPDATES AND CURRENT INFORMATION The information in this document may change without notice. Visit ourwebsite at www.gpgypsum.com for updates and current information. CAUTION For product fire, safety and use information, go to www.buildgp.com/safetyinfo or call 1-800-225-6119. FIRE SAFETY CAUTION Passing a fire test in a controlled laboratory setting and/or certifying or labeling a product as having a one -hour, two-hour, or any other fire resistance or protection rating and, therefore, as acceptable for use in certain fire rated assemblies/systems, does not mean that either a particular assembly/system incorporating the product, or any given piece of the product itself, will necessarily provide one -hour fire resistance, two-hour fire resistance, or any other specified fire resistance or protection in an actual fire. In the event of an actual fire, you should immediately take any and all actions necessary for your safety and the safety of others without regard for any fire rating of any product or assembly/system. 4/19/2018 Florida Building Code Online C 7C i G • sv • 9'Wa BCIS Home Log In I User Registration I Hot Topics ( Submit Surcharge I Stats & Facts Publications I FBC Staff I' BCIS Site Map Links I Search Florida 5r_( Product ApprovalPUSER: Public User T r Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2017 FL# 20461 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL FL# Type Manufacturer Validated By, Status FL20461-R3 Revision Therma-Tru Corporation Ryan 3. King, P.E. Approved History. Category: Exterior Doors 813) 767-6555 Subcategory: Swinging Exterior Door Assemblies Approves oy uern, Approvals oy uorrc snau ue ev cwcu au au= =y _ .......rv• ••_ •••••• •• Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: B50-487-1824 The State of Florida is an AA/EEO employer. Copy!i ht 2007-2013 State of Florida.:: Privacy Statement :: AccessibilityStatement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455. 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: cchsck N Credit Card Safe https:// floridabuilding.org/pr/pr_app_lst.aspx 1/1 4/19/2018 Florida Building Code Online BCIS Home I Log In i User Registration HotTopics I Submit Surcharge I Stats & Facts ( Publications I FBC Staff I BCIS Site Map Links I Search aid Product Approval USER: Public User dProduct Approval Menu > Product or Application Search > Application List > Application Detail FL # FL20461-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived - i Product Manufacturer Therma-Tru Corporation Address/ Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbldgconsultants. com Authorized Signature Vivian Wright rickw@rwbldgconsultants. com Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. 2' Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL20461 R3 COI (d) Certificate of Indepgndence.Ddf Standard Year 101/ I.S.2 1997 ASTM E330 2002 ASTM E331 2000 TAS 202 1994 https:// flaridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJkHOuUrrgBtbbIanILF8nUuHQRApMgRc3A%3d%3d 1/6 4/19/2018 Product Approval Method Florida Building Code Online Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 1 Go to Page 12/13/2017 12/13/2017 12/21/2017 02/13/2018 0 0 Page 1/ 2 0 0 FL # Model, Number or Name Description 20461.1 a. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.1.pdf 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 20461.1 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 00461.1.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.2 b. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (g) Inst 20461.2.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 20461.2 for Design Pressure Ratings, any FL20461 R3 AE fd) Eval 20461.2.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.3 c. Therma-Tru Fiber -Classic and Nominal 68 "Non -Impact" Opaque Fiberglass Composite Edge Smooth -Star Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.3.pdf 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 20461.3 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.3.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.4 d. Therma-Tru Fiber -Classic and Nominal TO "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.4.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 20461.4 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.4.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) i 20461.5 e. Therma-Tru Fiber -Classic and Nominal TO "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJkHOuUrrg6tbblanILF8nUuHQRApMgRc3A%3d%3d 2/6 4/19/2018 Florida Building Code Online Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure., N/A Other: See INST 20461.5 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) FL20461 R3 II (e) Inst 20461.5..pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20461 R3 AE (d) Eval 20461.5.pdf Created by Independent Third Party: Yes 20461.6 f. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.6.pdf 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 20461.6 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.6.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.7 g. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II fe) Inst 20461.7.pdf 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 20461.7 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.7.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.8 h. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.8.pdf 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 20461.8 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.8.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.9 i. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star I Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.9.pdf 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 20461.9 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.10 j. Therma-Tru Fiber -Classic and Nominal 68 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.10.pdf 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 20461.10 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.10.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJkHOuUrrg6tbblaniLF8nUuHQRApMgRc3A%3d%3d 3/6 4/19/2018 Florida Building Code Online particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.11 k. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.11.pdf 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 20461.11 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.1l.bdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.12 I. Therma-Tru Fiber -Classic and Nominal TO "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star I Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.12.pdf 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 20461.12 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.12.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.13 m. Therma-Tru Fiber -Classic and Nominal TO "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.13.pdf 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 20461.13 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.13.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.14 n. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star I Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (g) Inst 20461.14.pdf 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 20461.14 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.14.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461,15 o. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.15.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.15' for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.15.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJkHOuUrrg6tbbl aniLF8nUuHQRApMgRc3A%3d%3d 4/6 4/19/2018 Florida Building Code Online 20461.16 p. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.16.p4f 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 20461.16 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.16.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.17 q. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door with Transom (Inswing/Outswing; O/X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.17.pdf 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 20461.17 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.17.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of"Y' part numbers for these doors, which have been stained or painted within six months of installation.) 20461.18 r. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) and Transom (Inswing/Outswing; 0/XO, 0/OX or O/OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.18.pdf 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: INST 20461.18 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.18.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.19 s. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO Continuous Head and Sill configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (g) Inst 20461.19.pdf 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: INST 20461.19 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.19.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.20 t. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Opaque. Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO Continuous Head and Sill configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.20.pdf 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: INST 20461.20 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.20.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) Go to Pageift 0 0 Page l/2Q Q https:llfloridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgsJga49YAgXJkHOuUrrg6tbblanILF8nUuHQRApMgRc3A%3d°/"3d 5/6 4/19/2018 Florida Building Code Online Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: R M Safe r ;: "n— curlt tE rlcic.s- https:l/floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJkHOuUrrg6tbbl anILF8nUuHQRApMgRc3A%3d%3d 6/6 R 9 THERMA TRU DOORS 116 INDUSTRIAL OR., EDGERTDN, OH 43517 Smooth -Star" and 'Benchmark by Therma-Tru" 6011 SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS W/ & W/OUT SIDELITES INSWING / OUTSWING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES General Notes 105.50" MAX. OVERALL FRAME WIDTH 1 2 3 5 5 5 I 1 I I I I I11I 11 II 11 11 nJ II II II II I I I I fifi--I I I I I 1 I I II II II II 11 I III' I I I 1 I I 4 O 5 LU lir ilire Q5 II II II 11 5 j Ii mt:: =(I iI 1. This product anchoring drawing has been developed In compliance with the 6th Edition 2017) Florida Building Code (FBC) excluding the "High Velocity Hurricane Zone". See the Certification Agency Certificate for sizes, specifications and ratings. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing, stucco, foam, brick and other wall coverings. 3. Wood screws shall be Installed following installation Instructions of ANSI/AF&PA NDS 2015, All other fastener types to be installed following fastener manufacturers installation instructions. 4. Fastener embedment depths, edge distances and center -center distances shall be as specified by the fastener manufacturer but in no instance shall they be less than shown in this drawing. 5. Where shims are used, they must be a "rigid / stiff' material that complies with the requirements of the FBC. 6. Positive and negative design pressure requirements for use with this drawing shall be determined by others for specific jobs in accordance with the governing code. 7. Site conditions not covered by this droving are subject to further engineering analysis. TABLE OF CONTENTS SHEET# DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Buck anchoring 3 Frame anchoring 4 Frame anchoring & bill of materials 5 Hortzontal & vertical cross sections 6 Vertical cross sections M5 4 5 5 68.59' X. OVERALL WIDTH 1 2 3 5 5 5 II ,1 II II II II II rr------ I, ,I I, ,1 I I I' - II 11 II II ,I II 11 II11 II II II 11 II II II II II II I' II I I I, ,I 1, ,I I, II 1 II II II II II 11 II II N II II 11 II I I 11 11 II II II II II II II II 1 I I II II II II I I II II 11 ,1 I IIIIIII 31 LL_____='J 6 6 6 6 6 6 6 6 6 6 6 6 DOUBLE W/SIDELITES OXXO SINGLE W/SIDELITES OXO MAX DESIGN PRESSURE LOCKHARDWAREMFG i SERIES MAX DESIGN PRESSURE 47.0 -47.0 KWIKSEISIGNATURE SERIES LATCH +40.0 -40.0 37. 50" MAX. KWIKSETSIGNATURE SERIES 780 DEADBOLT OVERALL WIDTH 74. 5U' MAX. OVERALL WIDTH — 53•00MAX' OVERALL WIDTH 15 55555555L L =_ J __J4 5 4 O. H. iY-YI IY-YI IY'71 iY-YI n n II II 5 W 5= 5 I I I I 5 O.H. 1111 I11 $ II II II II I I I I I I I 11 II 11 i( IIIIII11II I 1 I IIn I I I I I 1 I I' U O WII I 1 1 I I I I 1 1 I I I I L__I I.__J 1 1 1 1 1 1 I I QL__J L__J 4 II I, L 5 II o r--1 4 118LLNz5 r-Y 577 Y-9 5FFY 11 II RT5I1, , I 1, I I I I 11 II II II 1 II II 11 II II 11 II II II 11 II II II II II 11 II II it 11 II ' II II II II II II II jl I; 1 I' 11 I' I I III1IIIII11II1IIIIIC=3I u n M wc D oZ 3`a: 10 zN c2 0 wz 0 oQ o zw QN PR c 5 UN O H it < a a a scare: N.T. S. Dwc. eT: JK SINGLE X DOUBLE XX SINGLE W/SIDELITE OX cHK. BY: LFS 3 MAX DESIGN PRESSURE MAX DESIGN PRESSURE MAX DESIGN PRESSURE DMYANG NO.: B 67.0 -67. 0 +47.0 -47.0 +40.0 -40.0 FLL—tszzss—ao c SHEET t OF 6 D r, I 14,• 4„ t 4„ 14„ 4„ 4., 4 III II II 4 F II - MULLION a MASONRY MASONRY1 4 II SHOWN FOR MASONRY 4 II II OPENING TYP. HEAD JAMBS OPENING TYP II REFERENCE OPENING TYP II II HEAD I I HEAD I I I I JAMBS JAMBS II II x- II II II N II II II 6C5 II n 2X BUCK 2X BUCK I ( rod i i MULLION — N U SHOWN FOR II II REFERENCE II 2X BUCK I I I I I I ro y II II II U II i II II SINGLE DOOR SINGLE W/SIDELITE SINGLE W/SIDELITES BUCK ANCHORING BUCK ANCHORING BUCK ANCHORING II I I II I II I II I II II I MASONRY 4 11 I I MULLION41ISHOWN FOR 11 MULLION OPENING TYP. HEAD I TYP. II REFERENCE II SHOWN FOR II JAMBS II ASTRAGAL HEAD II REFERENCE II II SHOWN FOR JAMBS II II II REFERENCE II I NOTES: 2X BUCK II II II I I1. 2X buck min. S.G. a 0.55. II 1 1 II I 11 II 11-ASTRAGAL I CONCRETE ANCHOR NOTES: II 2X I I II SHOWN FOR1. Concrete anchor locations at the comers maybe adjusted to maintain the min. REFERENCEedgedistancetomortarjolnts. II BUCK i i II2. Concrete anchor locations noted as'MAX. ON CENTER" must be adjusted to II maintain the min, edge distance to mortarjoints, additional concrete anchors 11 I I II Imayberequiredtoensurethe "MAX ON CENTER" dimension are not exceeded. II n I I 113. Concrete anchor table: o I ANCHOR A'NCHO.... MIN:. MIN CLERRANtw'E : MIN CLEARANCE_ TYPE S(ZE EMBEDMENY TOMASONRY TOADJACEtdT .. EDGE.. ...:.. ANCHOR ITW TAPCON a 1/4" 1.1/4" 2" 4" ELCO ULTRACON 1/4" 1-1/4" 1" 4" II II II i:• DOUBLE DOOR I I I I I I MASONRY DOUBLE II I it I II I W/SIDELITES BUCK ANCHORING nppmimn BUCK ANCHORING Aqqgr! MO mo o `0 z UN •• 0 a C) x=< 0 d aNn 5goa- mda. E w u od vcCWo3n oo N Zr0 U Z W r w `L F=- m t2 Cz U K m o 4" o a a m mI e J 00 j i i rnN h CL N O [ z E o (J onrE 2121112 SCALE: N.T.S. OWG. BY: JK u CHK. BY: LFS 3 ORAWMG NO.: a n FL-15225.5-80 SHEEP 2 OF 6 E”, D " 73" -- 3„ I II II II II I MULLION IIII SHOWN FOR REFERENCE n A W/2X BUCK INSTALLATION — n U U O O 9 W/1X BUCK INSTALLATION TYP HEAD & JAMBS — 7" 3" I I- M MULLION SHOWN FOR _ W16-1 REFERENCE z w BUCK INSTALLATION BUCK INSTALLATION HEAD & JAMBS I TF SEE DETAIL SEE - 611 16 16 NOTE 1 76 16 16DETAISEELoNh IIII 4", n 5 12 I lu 5 IIII ul I 12 IIII N 1 v 12 I IduIIII C, ",D" "E" C", D„ "A„ VIEW "C"-"C' SINGLE DOOR WJSIDELITES VIEW "E"-"E'" VIEW "D"-"D" SINGLE DOOR WISIDELITE SHOWN W/ OPTIONAL CORRUGATED FASTENERS, REM 130 (TYP. ALL SIDELITE/HARWDARE NOTES: SIDEME TO DOOR JAMB CONNECTIONS) N w o LUW ~\Q• ••L n LU 0. M TA W/2x BUCK N zINSTALLATIONnavxJ <. I W/1X BUCK- SEE R- Z m0 a INSTALLATION DETAIL L o 9 w TYP. HEAD & "1 •" m n N 5 a t m JAMBS o C) OQ u 00 ZCLi o° 3a DETAIL VIEW "B"-"B" 1. The sidelite Is direct set Into the jamb with (12) #8 x 2" pth. wood screws. There are (4) at each B verticai jamb, from the top down at 13.5", 31 ", 48.5" & 66". There are (2) at the header at 4" from the outside comers of the frame. There are (2) at the sill. 4" from the outside corners. 2. For optional sidelite construction with staples, sldefite is direct set into the jamb with (5) 7/6' X 1 C 1 3/4" 16 ga. staples along each jamb (6" from ends and equally spaced thereafter). 3. Latch, deadbolt and hinge locations vary. See Certification Agency Certificate and corresponding test reports forspecffic dimensions and design pressure ratings. 1CONCRETEANCHORNOTES: 1. Concrete anchorlocations at the corners may be adjusted to maintain the min. DETAIL "4" edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar jolnts, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimenslon are not exceeded. A A3. Concrete anchor table: A'NCNOR : 4'N* . ..e:...MIN.::' MIN..CLEARAMCE MIN :CLEARANCE? TYPE IZE' '' MBEDMENt TO. MASONRY TO :. EDGE ANCHOR :..: ITW TAPCON ITW TAPCON® 3/16" 1-1/4" 3" 1 1 A A 1 1 DETAIL O a Un o 0 Qa o cn X 5 'i + wW N Ld 16 d U m 0O ¢ ll a a SINGLE DOOR VIEW "A" -'A" 0 B 0 DETAIL "6" C10 El DETAIL SATE: 2/21/12 SCALE: N.T.S. DWO. M JK BY: LFS RAWNG NO.: FL-75225.5-80 SHEET -L OF 6 E" C,• 7„ 3^ II3„ 4 3.I 3" F-i- 3„ I II II II I II II — IIII II SEE DETAIL ""3"" IIII A IIII SEE SHEET T3 3 II III 9 II II MULLION SHOWN FOR _ II REFERENCE ASTRAGAL II SHOWN FOR II REFERENCE II _ ONLY II - II II Al2ll 16 II 16 5 5 16 II 0I I II VIEW "C"-"C' DOUBLE DOOR W/SIDELITES W/2X BUCK INSTALLATION W/iX BUCK INSTALLATION TYP. HEAD JAMBS SEE ETAI n to ` w NA . o Lu E- V7HM z W 'q" iY z 30o•0 3„ '{ 3„ .w N z 6'Q- 0 1 6.. 1 4" ` 6„ : Y •. oz TT li oa.: Item DESCRIPTION Moterial A 10 x 2-1 2 PFH WOOD SCREW STEEL B 10 X 1 -34 PFH WOOD SCREW STEEL C 10 X 1 PFH WOOD SCREW STEEL I 10 x 3 4 LG. PFH WOOD SCREW (Hinge to Frame STEEL 4 1 4"' x 2-3 4'" PFH ELCO OR ITW CONCRETE SCREW STEEL 5 1 4" x 1-3 4"ITW PFH CONCRETE SCREW STEEL 9 1 4 ITW PFH CONCRETE SCREW STEEL 10 8 X 3 PFH SCREW STEEL 11 3 16"" x 3-1 4" ITW PFH CONCRETE SCREW STEEL 12 1 4" x 3-1 4"ITW PFH CONCRETE SCREW STEEL 13 MASONRY - 30DO PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 16 1 4"" X 2-1/4" PFH ITW CONCRETE SCREW STEEL 20 HEADER JAMB PINE, SG >= 0.42 WOOD 21 3 4" THK. PRESSURE TREATED SIDELITE PAD WOOD 30 1 2"" X 1" X 25 GA. CORRUGATED FASTENER STEEL W/ 2x BUCK SEE DETAIL II INSTALLATION A W TX BUCK INSTALLATION 9 x - a SEE DETAIL = 1 w o E m roG a i m o 9 w II v m a a II TYP. HEAD & II JAMBS - O E EASTRAGAL II SHOWN FOR 0 0 REFERENCE ONLY II iZ Of 0s II _ O Z D_ ryao o¢ 16 i 16 = _ y u D, 20 5 II 5 — < ^ w w II _ CD m II _ _ • o 0 a a a n A.. ] m vDOUBLE DOOR VIEW A"- A o 0 SHOWN W/ OPTIONAL CORRUGATED m FASTENERS, ITEM 130 (TYP. ALL ^ v SIDELRETODOORJAMBCONNECTIONS) B N N In ZW W O 1 C 11 00 1 0 a a o DETAIL " 4" w A Noao DETAIL " 3" ° N m ATTACH ASTRAGAL THROW BOLT N z C 1 STRIKE PLATE TO FRAME AS SHOWN. DATE: 2121112 z A SCALE N.T.S. C DWG. BY: JK m 1 CHK. SY: LFS 3 DETAIL " I' DRAWING NO.: G N FL- 15225.5-80 SHEET 4 OF 6 N 1 X BUCK ry w N = INTERIOR EXTERIOR 1 HEAD JAMB To I sub -buck Inswing shown wiM z w S A z INTERIOR EXTERIOR 2 HEAD JAMB To wood frame Inswing shown BUCK INTERIOR EXTERIOR 25" MAX. SHIM SPACE 1.15' MIN. 1.25 MIN. EMB. EMB. TYP. 4 VERTICAL SIDE JAMB To 2xsub-buck Inswing shown ail T o• y Ci 7 Z o m y O p i 1 ii M m Z U N R ZG Z ° U o Em m o s N[ u 9 Ci `o a 4 mo a m " In d a NSl1 y CW o JTd 2X BUCK < $w H J A Of INTERIOR EXTERIOR N 3 HEAD JAMB m5To2xsub -buck N Inswing shown c~ a o d INTERIOR ry EXTERIOR L L 0.15" MIN. CSINK 0.25" MAX. SHIM SPACE 1.15" MIN. EMB. 5 VERTICAL SIDE JAMB To wood frame Inswing shown DATE: 2121112 SCALE N.T.S. ° DING, BY: JK m CHIC BY: LFS 3 DRAPING NO.: ¢ FL-15225.5-80 0 SHEEP 5 of 6 N 4T•• LLL M rn o a fij INTERIOR EXTERIOR 51 o IN oz INTERIOR EXTERIOR EXTERIOR INTERIOR n? R o ZQ o E m o m o cj v\ L O J C W N z 20 a m dafn z Z T d 6C 13 13 21 12 YmC u' cw o d 13 1 16 16 o 0 c o N I-'\ VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION 3 VERTICAL CROSS SECTION 5 6 Inswing configuration 6 Outswing configuration m U a a crU O as INTERIOR EXTERIOR EXTERIOR INTERIOR E'"--- -- ---"-- z 16 z- z m 4 VERTICAL CROSS SECTION 6 Inswing configuration 5 VERTICAL CROSS SECTION 6 Outswing configuration VERTICAL CROSS SECTION 6 Outsw ng configuration DATE: 2121112 SCALE: N.T.S. DWG. BY: JK i CHK. BY. LFS 3 DRAWING NO.: D c FL-15225.5-80 n SHEET_ 6 _ OF 6 3/2/2018 jOFVl MR IlAf'rofe_ssional R1111 01 011 f t _ "._ 69PR HQME`,ABiWrOBPRt OBPp;0-ttt8IDN9 CONTACT.BPit BCIS Home I Log In I User Registration j Hot Topics j Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search I d' Florida ibb1 ProductApproval`. r USER: Public User t.aC,4ri F ti1 Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2017 FL# 14634 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL FL# rr• Type Manufacturer Validated By Status FL14634-R3 Affirmation Ply Gem Windows Locke Bowden Approved History Category: Exterior Doors 334) 300-1800 Subcategory: Sliding Exterior Door Assemblies Approves Dy Ursa[. Approva is oy uorn snau uc ievicwc o a c y . , ..•••••••„•,• •, ---------- Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility. Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send 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 455.27S(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 emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: eCheck Credit Card Safe https://floridabuilding.org/pr/pr_app_lst.aspx 1/1 3/2/2018 Florida Building Code Online r a SearchBCISHomeILogInIUserRegistrationHotTopics ( Submit Surcharge I Stats & Facts I Publications FBC Staff I BCIS Site Map I Links I d, Florida Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application list > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL14634-R3 Affirmation 2017 Approved Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 614)532-3596 luanne.harris@plygem.com Luanne Harris luanne.harris@plygem.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Hermes F. Norero, P.E. PE-73778 12/31/2018 Locke Bowden Validation Checklist - Hardcopy Received FL14634_R3_COI_COIPLY GEM SS 2015-02-19.pdf Standard Year AAMA/NWWDA 101/I.S.2 1997 ASTM E 330 2002 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7W2WiKtB2e7zb3WjD6AH0629BgxzpRrAhw%3d%3d 1/3 3/2/2018 Florida Building Code Online Documentation from approved Evaluation or Validation Entity Yes No N/A FL14634_R3_COC_SA14634.pdf Product Approval Method Method 1 Option D Date Submitted 10/12/2017 Date Validated 10/12/2017 Date Pending FBC Approval Date Approved 10/17/2017 Summary of Products FL # Model, Number or Name Description 14634.1 Builder Series 4780 Sliding Glass Door (XX) Limits of Use Installation Instructions Approved for use in HVHZ: No PGW063 SS 2015-01-02.pFL14634_R3_IIdf 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_R3_AE_PER3054 SS 2015-01-02.pdf Created by Independent Third Party: Yes 14634. 2 Builder Series 4780 S Iidinglass Door (XX) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14634_R3_II_PGW063 SS 2015-01-02.pdf 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_R3_AE_PER3054 SS 2015-01-02.pdf 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_R3_II_PGW064 SS 2015-01-02.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +30/-30 Evaluation Reports Other: Non -reinforced. See installation detail for available FL14634_R3_AE_PER3055 SS 2015-01-02.pdf 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_R3_II_PGW065 SS 2015-01-02.pdf 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_R3_AE_PER3056 SS 2015-01-02.pdf and configurations. Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: eChecY. CreditR Safe Seal r ITS-A1 k T ICI c s:, https:// floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgswBZVNfe8A7W2WiKtB2e7zb3WjO6AH0629BgxzpRrAhw%3d%3d 213 INSTALLATION NOTES% 1. TWO (2) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED ISTHE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 1112 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES)! TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACKTO BE 1/4 INCH, SHIM WHERE SPACE OF 1/S61NCH OR GREATER OCCURS. SHIMS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. FOR INSTALLATION INTO WOOD FRAMING, USE N12 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH MINIMUM EMBEDMENT. 6. FOR INSTALLATION THROUGH SX BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 1/4INCH EL- TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 2 1/2 INCH MINIMUM EMBEDMENT. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. B. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. FOR GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD -MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, C. MASONRY- STRENGTH CONFORMANCE TO ASTM C-90. MINIMUM COMPRESSIVE STRENGTH OF 1500 PSI. PLY GEM WINDOWS BUILDER SERIES 4780 ALUMINUM SLIDING GLASS DOOR (2-PANEL) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE, EXCLUDING HVHZ. AAMAINWWDA 10111.3.2-97 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/ MASONRY, 2X AND STEEL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION 15 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 "0" STAND FOR THE FOLLOWING: X: OPERABLE PANEL 0: FIXED PANEL F- TABLE OF CONTENTS i SHEET DESCRIPTION INSTALLATION h GENERAL NOTES ELEVATION d ANCHOR LAYOUT b4- VERTICAL SECTIONS HORIZONTAL SECTIONS &GLAZING DETAIL rPa:, 5 PLy/ G EM WlNIDCWM433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, YA 24151 PH: 540-484-6348 FX: 640.464-6683 Lb A mV w 2 G5 J LU 1hO m H ¢ m fu W z D' gip¢ a Sw 0 a o Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2015.01.02 13:02:52-05'00' DESIGN PRESSURE RATING SIZE SILL OPTION - DESIGN PRESSURE MISSILE IMPACT RATING 96" X 96" WRo RL +25/-50 PSF NOT RATED 96. 1 W/ SILL +50/-50 PSF NOT RATED RISER K LE H T a r V) u U Z zDWG #: PGW063 SHEET: 1 OF 4 F ELEVATION 00" MAX. FROM CORNERS TYP. f 20,75" MAX. O.C. TYP• ANCHOR LAYOUT FROM RS TYP. INSTALLATION ANCHOR PL.y GEM 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 640-464-6345 FXt 540-4544683 O O T m Q W i wQa f O m H m m rn d o. m w 0 Z Q F-I z H LD U, PGwo6 3 SHEET: 2 OF 4 1/4" ELCO TAPCON - INSTALLATION ANCHOR CAULK BETWEEN CONCRETE/MASONRY & 1X WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS 1X WOOD BUCK O.A. DOOR BY OTHERS HEIGHT SEE GLAZING i DETAILI 1 O.A. DOOR SEE GLAZINGHEIGHT DETAIL PERIMETER CAULK BY OTHERS CONCRETE/MASONRY BY OTHERS 1/4" ELCO TAPCON INSTALLATION ANCHOR 2 1/2" MIN. EDGE DISTANCE CONCRETE/MA50NRY BY OTHERS 21/2" MIN. EMBEDMENT 4 1/4" MAX. SHIM SPACE 12WOOD SCREW - INSTALLATION ANCHOR ad ROOFING NAIL - 1INSTALLATIONANCHORINTERIOR ( OPTIONAL) CAULK BETWEEN - EXTERIOR FIN & 2X WOOD STUD BY OTHERS CAULK BEHIND - VERTICAL SECTION FLASHING & OVER NAILS BY OTHERS g3 HEAL) •CONCRETE/MASONRY EXTERIOR FINISH - BY OTHERS CAULK BY OTHERS O. A. DOOR HEIGHT INTERIOR EXTERIOR SEE GLAZING N DETAIL PERIMETER CAULK BY OTHERS 2 1/2" MIN. r.!•'• '"' EMBEDMENT 2 1./2" MIN. EDGE bI5TANCE A VERTICAL SECTION 3 SILL - CONCRETE/MASONRY 3/ 4" MIN. EDGE DISTANCE 2X WOOD FRAME BY OTHERS 11/ 2" MIN. EMBEDMENT 1/ 4" MAX. SHIM SPACE 1 EXTERIOR 1 // INTERIOR ICAL SECTION FM-1 D- 2X WOOD FRAME Pay 9E M 1(/IhVr)\, 5 433 N. MAIN ST., PO BOX 559 AOC%Y MOUNT, VA 24151 PH: 540- 404-6346 FX: 540-484-66B3 o M m V) 0 0 0v L3 u 2 Lu mow¢ w t HHi Tlbmm n v)winV T z'n u4 DWG #: u PGwo63 SHEET; 3 OF 4 11/2" MIN. EMBEDMENT 12 WOOD SCREW INSTALLATION ANCHOR 3/4" MIN. EDGE DISTANCE 2X WOOD FRAME BY OTHERS Bd ROOFING NAIL INSTALLATION ANCHOR OPTIONAL) CAULK BETWEEN FIN d 2X WOOD STUD BY OTHERS EXTERIORFINI5H BY OTHERS CAULK BEHIND FLASHING d OVER NAILS BY OTHERS PERIMETER CAULK BY OTHERS SEE GLAZING DETAIL 1/4" MAX. SHIM SPACE HORIZONTAL SECTION F JAMB-. WOOD FRAME p HORIZONTAL SECTION I INTERLOCK 1/4" MAX. SHIM SPACE 2 1/2" MIN. EMBEDMENT 2 1/2" MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS 1/4" ELCO TAPCON INSTALLATION ANCHOR CAULK BETWEEN IX WOOD BUCK d CONCRETE/MASONRY BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS SEE GLAZING DETAIL OR _ O.A. DOOR I - H WIDTH F HORIZONTAL SECTION 4 JAMB - MASONRY/CONCRETE 5/e" O.A. INSULATED GLASS EXTERIOR INTERIOR 75" GLASS BITE NOTE: GLAZING DETAIL 1 GLASS THICKNE55 AND TYPE SHALL COMPLY WITH A5TM E 1300 REQUIREMENT GLASS CHARTS. 1 a1 PL GEM Y1'II iIJU\dS 433 N. MASH ST., PO BOX 559, ROCKY MOVNT, VA 24151 M 540-484-8348 M 540-494-6663 im Ln N O Z M m m u#$ H Q OO d 7- Ln N 0_ Lu W Z iy w v z k1 i w H Lucy. o n L ne, Q K m w o m 0, d o. m I 7- 0 H z Lu V) WO v zN m u 0 o 'n Z DWG#: PGW063 SHEET: 4 OF 4 3/2/2018 Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I, BCIS Site Map' I Links I Search I Florida Product Approvalii--Abm USER: Public Userir Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2017 FL# 9174 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL acal 11 Mc Uu YYu FL# Type Manufacturer Validated By Status FL9174-R12 Revision Wayne -Dalton, a division of Overhead Door Corporation Category: Exterior Doors Jeffrey P. Arneson, P.E. 904) 821-5200 Approved History Subcategory: Sectional Exterior Door Assemblies Approvea uy uorn. nppi uvco y v , --.,.., 1 - -I I— . __ _.._,-. -._ - , Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility. Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send 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 4S5, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M = ® 99 IN Credit Card Safe https://floridabuilding.org/pr/pr_app_Ist.aspx 1/1 3/2/2018 Florida Building Code Online BCIS Home I Log In I User Registration I 'Hot Topics I Submit Surcharge I Stats & Facts Publications ( FBC Staff BCIS Site Map I Links Search a dbpr Product Approval USER: Public User lI:r9Y ".wrPS Product Approval Menu > Product or Application Search > Application Lis[ > Application Detail FL # FL9174-R12 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850)475-6197 Mark_Garon@Overheaddoor.com Authorized Signature Mark Garon Mark_Garon@Overheaddoor.com Technical Representative Mark Garon Address/Phone/Email 3395 Addison Dr. Pensacola, FL 32514 850)474-9490 Mark_Garon@Overheaddoor.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Gordon Thomas Evaluation Report Florida License PE-46718 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Jeffrey P. Arneson, P.E. f' Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL9174_R12_COI _Gordon Tomas COI 2017.PDF Standard Year DASMA-108 2012 DASMA-115 2012 Florida Licensed Professional Engineer or Architect FL9174_R12_Equiv_WD2017-001R2 Evaluation Report - FL 9174.PDF Sections from the Code https://floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDqufl l JRfWxf6u7ojni0heH%2bKagdfe2PanfKY7e2Oj77uQ%3d%3d 1/5 3/2/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 08/11/2017 Date Validated 01/02/2018 Date Pending FBC Approval 01/02/2018 Date Approved 02/13/2018 Summary of Products FL # Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +26.90/-30.80 Installation Instructions FL9174_R12 II 0228-318958-P8_S.pdf FL9174_R12_II_307494_Pli—Track _Supplement_Chart_signed.pdf FL9174_R12_II_324620_P16 Jamb_ Connection Supp signed.pdf Verified By: Gordon Thomas FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174_R12_AE_WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.2 5120 / 6100 / 9100 #0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Installation Instructions FL9174_R12_II_0229-318959-P9_S.pdf FL9174_R12_II_307494_P11_Track _Supplement Chart signed.pdf FL9174_R12_II_324620_P16 Jamb —Connection Supp signed.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Evaluation Reports FL9174_R12_AE_WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.3 5120 / 6100 / 9100 #0230 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +25.90/-28.80 Installation Instructions FL9174_R12_II_0230-318960-P10_S.pdf FL9174_R12_II_307494_P11_Track_Supplement Chart signed.odf FL9174_R12_II_324620_P16 Jamb_ Connection Sip signed.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174_R12_AE_WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.4 5120 / 6100 / 9100 #0231 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Installation Instructions FL9174_R12_II_0231-318996-P6_S.pdf FL9174_R12_II_307494_Pi1_Track—Su pplement Chart signed.pdf FL9174_R12_II_324620_P16 Jamb_ Connection Supp signed.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Evaluation Reports FL9174_R12_AE_WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.5 5120 / 6100 / 9100 #0234 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43.20/-49.60 Other: Installation Instructions FL9174_R12_II_0234-319022-P6_S.pdf FL9174_R12_II_307494_P11_Track—Su pplement Chart s;ned.pdf FL9174_R12_II_324620_P16 Jamb_ Connection Supp signed.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.6 5120 / 6100 / 9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqufl l JRfWxf6u7ojnlDheH%2bKagdfe2PanfKY7e2Dj77uQ%3d%3d 2/5 3/2/2018 Florida Building Code Online Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Installation Instructions FL9174_R12_II_0235-319023-P7_S.pdf FL9174_R12_II_307494_P11_ Track _ Supplement_Chart_signed.pdf FL9174_R12 II 319040 P1 Post Istall_Instructions _sioned.pcif FL9174_R12_II_324620_P16 Jamb_ Connection_Supp_signed.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174_R12_AE_WD2017-001112 Evaluation Report - FL 9174.PDF 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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No . Design Pressure: +12.40/-13.80 Installation Instructions FL9174_R12_II_0232-318999-P6_S.pdf FL9174_R12_II_307494_Pll_Track_Supplement_Chart _signed.pdf FL9174_ R12_II_324620_P16 Jamb_Connection_Supp signed.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement Evaluation Reports FL9174_ R12_AE_WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes door. 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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.50/-20.70 Installation Instructions FL9174_ R12_II_0233-319000-P6_S.pdf FL9174_ R12_II_307494_P11_Track_Supplemt_ enChart_Signed•pdf FL9174_ R12_II_324620_P16 Jamb_ Con nection_Supp_signed.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement Evaluation Reports FL9174_ R12_AE_WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes door. 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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: Installation Instructions ' FL9174_ R12_II_0236-319024-P7_5.pi f FL9174_ R12_II_307494_P11_Track_Supplement Chart_signed.pdf FL9174_ R12_II_319040_P1 Post Istall_Instructions _signed.pdf FL9174_ R12_II_324620_P16 Jamb_ Connection Sup_p_signed.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_ R12_AE_WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174. 10 5120 / 9100 #0237 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Installation Instructions FL9174_ R12_II_0237-319025-P7_S.pdf FL9174_ R12_II_307494_Pll_Track_Supplement Chart sign--- L FL9174_ R12_II_319040_P1 Post Istall_Instructions signed.pdf FL9174_ R12_II_324620_P16 Jamb_ Connection_Sqpp_signed.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Other: Evaluation Reports FL9174_ R12_AE_WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174. 11 5120/5140/6100/9100/9400/9600 0600 9' Max width. 10' Max height. Max section height 24". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +26.90/-30.80 Installation Instructions FL9174_ R12_II_0600-319026-P5_S.pdf FL9174_ R12_II_307494_Pll_Track_Supplement_Chart signed.pdf FL9174_ R12_II_324620_P16 Jamb_ Connection Supp_signed.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Evaluation Reports FL9174_ R12_AE_WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174. 12 5120/5140/6100/9100/9400/9600 0601 9' Max width. 10' Max height. Max section height 24" Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Installation Instructions FL9174_ R12_II_0601-319027-P5_S.pdf FL9174_ R12_II_307494_P11_ Track _ Supplement_ Chart_signed.pdf httos:// floridabuildina.ora/Dr/Dr apo dtl.asox? Para m=wGEVXQWtDqufIIJRfWxf6u7ojn10heH%2bKagdfe2PanfKY7e2Oj77uQ%3d%3d 3/5 3/2/2018 Florida Building Code Online Impact Resistant: Yes FL9174_R12_II_324620_P16 Jamb —Connection _Supp_signed.pdf Design Pressure: +41.00/-46.30 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174_R12_AE_WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.13 5120/5140/6100/9100/9400/9600 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_R12_II_0602-319028-P6_5.pdf Approved for use outside HVHZ: Yes FL9174_R12_II_307494_P11_Track_ Supplement_Chart_signed.odf Impact Resistant: No FL9174_R12_II_324620_P16 Jamb_ Connection Supp_signed.pdf Design Pressure: +15.30/-17.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174_R12_AE_WD2017-001R2 Evaluation Report - FL 9174.PDF door. 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 I available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174_R12_II_0603-319029-P6_S.121 Approved for use outside HVHZ: Yes FL9174_R12_II_307494_P11_Track _Supplement_Chart signed.pdf Impact Resistant: No FL9174_R12_II_324620_P16 Jamb_ Connection_Supp signed.pdf Design Pressure: +23.00/-25.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174_R12_AE_WD2017-00IR2 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.15 15120/5140/6100/9100/9400/9600 116' Max width. 8' Max height. Max section height 24" Glazing 0604 available in top or intermediate section. Limits,of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: Installation Instructions FL9174_R12_II_0604-319030-P6_S.pdf FL9174_R12_II_307494_Pil_Track _Supplement — Chart syned.pdf FL9174_R12_II_319040_P1 Post Istall_Instructions signed.pdf FL9174_R12_II_324620_P16 Jamb_ Connection Supp_signed.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_R12_AE_WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.16 15.120/5140/6100/9100/9400/9600 118' 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_R12_II_0605-319031-P5_S.pdf Approved for use outside HVHZ: Yes FL9174_R12_II_307494_Pll_Track_Supplement Chart signed.pdf Impact Resistant: No FL9174_R12_II_324620_P16 Jamb_ Connection Supp_signed.pdf Design Pressure: +15.30/-17.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174_R12_AE_WD2017-001R2 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.17 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Glazing 0606 1 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174_R12_II_0606-319032-P7_S.pdf FL9174_R12_II_307494_P11 Track_$M _plement_Chart signed.odf FL9174_R12_II_319040_P1 Post Istall_Instructions sAned.pdf FL9174_R12_II_324620_P16 Jamb_ Connection_Supp_signed.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_R12_AE_WD2017-00IR2 Evaluation Report - FL 9174.PDF 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_R12_II_0609-319035-P6_S.pdf Approved for use outside HVHZ: Yes FL9174_R12_II_307494_P11_Track_Supplement_Chart signed pdf Impact Resistant: Yes FL9174_R12_II_319040_P1 Post Istail_Instructions_signed.pdf Design Pressure: +39.20/-43.70 FL9174_R12_II_324620_P16 Jamb_ Connection_Supp_signed.pdf Other: Verified By: Gordon Thomas P.E, FLORIDA PE 46718 Created by Independent Third Party: Yes https://floridabuild.ing.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquflIJRfWxf6u7ojnlDheH%2bKagdfe2PanfKY7e2Oj77uQ%3d%3d 4/5 3/2/2018 Florida Building Code Online Evaluation Reports FL9174_R12_AE_WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- Installation Instructions FL9174_R12_II_0608-319034-P5_S.pdf FL9174_R12_]I_307494_Pil—Track _S»plement_Chart_signed.pdf FL9174_R12_II_324620_P16 Jamb_ Connection_S p_signed.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Evaluation Reports FL9174_ R12_AE_WD2017-001R2 Evaluation Report - FL 9174.PDF 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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.90/-28.80 Other: Doors with glazing shall not be used in the wind- Installation Instructions FL9174_ R12_II_0607-319033-P6_5.pdf FL9174_ R12_1I_307494 P11_Track_aupplement Chart_signed.pdf FL9174_ R12_II_324620_P16 Jamb_ Con nection_S»pp_sigred. pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Evaluation Reports FL9174_R12_ AE_WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes Back fvext Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send 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 455.27S( 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 emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: W ® eC heck Credit Card Safe kµ,,,../ rfln ; r1. kL ;1rl;nr, ., Inrinr onn rlfl ocnv9nnram=wrF\/Xnwtnni,f11.IRMxf6U701nlOheH%2bKaadfe2PanfKY7e2Oi77uQ%3d%3d 5/5 REVISIONS TFG• SHORT GLAZED PANEL OPTION — 090" MINIMUM B GLAZING IN MOLDED FRAMES SCREWED TOGETHER 13 GA HORIZ ANGLE M A MINIMUM OF (6) #Bxt" SCREWS INSTALLED IN P OR INTERMEDIATE SECTION (WITH OR WITHOUT CORATIVE INSERTS) MEETS UNIFORM STA11C DESIGN 13 CA FLAG ANGLE IESSURES SHOWN ON THIS DRAWING. GLAZING IALL HAVE A MAXIMUM HEIGHT OF 13.75" AND A XIMUM LENGTH OF 18.76". GAZING IS NOT IMPACT 16 GA MIN HORIZ 7SISTANT AND DOES NOT MEET THE REQUIREMENTS TRACK R WIND—BORNE DEBRIS REGIONS.. 5/1Bx1-5/8" LONG GAZED PANEL OPTION —NOT AVAILABLE LAG SCREWS MIN 3 AS ITH THIS OP11ON CODE. SHOWN) VINYL OR WOOD DOOR STOP NAILED A MAXIMUM 16 GA MIN VERT F 6" O.C. MUST OVERLAP TOP AND BOTH ENDS OF TRACK ANELS MINIMUM 7/16" TO MEET NEGATIVE RESSURES. 5/16x1-5/8" A KEY LOCK, SLIDE LOCKS, OR OPERATOR REQUIRED. SCREWAT EACH BRACKETi. SECTION SHALL BE CONSTRUCTED WITH FOAMED IN LACE POLYURETHANE FOAM INSULATION CHEMICALLY 1/4-20x9/16" TRACK IONDED TO 30 GA MINIMUM FACER STEEL AND A BOLT AND 1/4-20 HEX OLYLAMINATE OR 32 GA STEEL BACKER. END CAP NUT AT EACH JB JAMB f0 HAVE A MINIMUM 1.4" DEPTH. BRACKET LOCATION 5THE LEM NTSDESIGNFSHALL BE THE THE RESPONSIBILITYPPORTING STRUCTURALOFPROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. 7. DOOR JAMB TO BE MINIMUM 2x6 STRUCTURAL GRADE LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING 15 GA STIFFENED' JAMB BRACKETS STRUCTURE. SEE SCHELDULE FOR 8. LOUVER OPTION — .040" MINIMUM LOUVERS IN QUANITY, LOCATION, AND TYPE MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF (6) , y8x1" SCREWS INSTALLED IN THE BOTTOM SECTION. LOUVERSARENOTIMPACTRESISTANTANDT MEET THE FOR ORNE KEY LOCK OR SLIDE LOCK — REGIONS. LOUVQEREDMENTS DEBRIS SECTIONREQUIRESOPERATOR STILE TO BE FACTORY INSTALLED AT THE BOTH ENDS ( NOT REQUIRED NOTE W CENTERLINEOFTHEb00R. SLIERADE LOR SHOWN CLARITY NOTE:_ (4) SECTION SOLID DOOR SHOWN. SEE SHEET 2 FOR U— BAR LOCA11ONS ON DOORS WITH OTHER SECTION QUANTITIES AND SEE NOTE 1 ON THIS SHEET FOR GLAZING OPTIONS. SUPERIMPOSED DESIGN PRESSURE MAX DOOR IDOOR I UNIFORM LOAD EACH JAMB (PLF) HEIGHT JOHNE. SCATES, PE 3121 FAIRGATE DR. CARROLLTON, TX 75001 FL PE 51737 TX PE 66306/1`2203 PNLY FOR ROFESSIONAL VERIFICATIONOFENGINEER'SCONSTRUCTION ODETAILS. A SHEET B SHEET I D SHEET SEE U— BAR NOTE ON SHttl 2 FOR U—BAR INSTALLATION GA END CAP NQTEL (5) CENTER HINGES PER JOINT REQUIRED ON DOOR WIDTHS GREATER THAN 12'-0". ( 3) CENTER HINGES PER JOINT REQUIRED ON DOOR WIDTHS LESS THAN OR EQUAL TO 12'-0". FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16" TRACK BOLT AND NUT. FOLLOWING DIMENSIONDENOTESQUICKINSTALLJAMBBRACKETINSTALLEDINBUTTERFLYSLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK. DOORS WITHHIGHLIFT, ROOF PITCH, AND/OR GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. STATIC PRESSURERATINGSAPPROVEDSIZESSC agne® DESIGN ( PSF): + 25.90/-28.80 MAX WIDTH: 16'-0" TEST (PSF): + 38.85/-43.20 MAX HEIGHT: 8'-9" DR alto , IMPACT/ CYCLIC RATED (YES/NO): NO MAX SECTION HEIGHT: 21" CH F MODELS 5140/9400/9600 A DIVISION OF OVERHEAD DOOR CORP PENSACO A, FL RIDA1VE 32514 WINDLOADSPECIFICATION OPTION CODE 0607 I—) 474— QR90 N. 4DDEO SUPERIMPOSED iGN PRESSURE LOADS SUPPORTING UCTURE AND RIFIED NUMBER OF TENERS AND CENTER DES REQUIRED FOR ZROWER DOOR WIDTHS. 3 5/ 10/06 MODIFIED NOTE B TO ATE THAT LOUVERS NOTIMPACT 31STANT. r 6/ 6/07 MODIFED JAMB ACKET SCHEDULE FOR T OPTION. ADDED LHR ACK DETAIL SHEET 2. T 4/ 17/O8 ADDED TEXAS LICENSE IMBER TO TITLE BLOCK. 1ANGED LOUVER NOTE. CREASED MAX HEIGHT 6'-9". ADDED HIGH T AND ROOF PITCH 2ACK NOTE. 2T 4/ 29/09 5 UPDATED TITLE BLOCK RT 5/ 4/10 TE NAME 06 GRT 06 MRB SHEET 1 OF 2 DRAWING PART NOT. 3190:5P5 PLACE U-BAR OVER INTEGRAL RIB 13 GA ADJUSTABLE T3 GA ADJUSTABLE TOP NTH THE (8) PRE -PUNCHED TOP FIXTURE FIXTURE ATTACHED TO . - - HOLES EACH END FACING UPWARDIPRE-PUNCHED HOLES IN BOTTOM OF U-BAR AND ATTACH THRU END CAP AT / WITH (2) 1/4-14x5/8' / EACH END WITH (2) 1/4-14x7/B' CRIMPTITE SCREWS SELF DRILLING CRIMPIITE SCREWS I FOR STANDARD TRACK AND (3) 1/4-14x7/e" SELF DRILLING CRIMPTTE SCREWS FOR LOW °• HEADROOM TRACK (2 OF WHICH ARE USED TO ATTACHED THE TOP BRACKET AS SHOWN). IOW HEADROOM TRACKDETAILA DETAIL A S GA ROLLER SLIDE ATTACHED TO TE—PUNCHED HOLES IN TOP OF U—BAR PLACE U—BAR OVER INTEGRAL RIB Y11TH ITH CRIMPTITE CRIMPIE S VIEWIING •SLIDE EACH END ACING) UPWARD AND ATTACH THRU END SE HOLE IN TO ENSURE ROPER ALIGNMENT OF ROLLERS CAP AT EACH END VATH (SCREWS 14x7/B' 5 OA HINGE ATTACHED / SELF DRILLING CRIMPTITE FXCEPTION: U—BAR PLACED OVER TOP RIB ON THE BOTTOM SECTION SHALL ONLY IITH (4) 1/4-14x5/0 BE ATTACHED THRU END CAP AT EACH RIMPTITE SCREWS (2 OF END WITH (1) 1/4-14x7/8" SELF DRILLING AiICH ARE FACTORY CRIMPTITE SCREW LOCATED ON THE ITTACHED) 1 BOTTOM FLANGE OF THE U—BAR ANCES E ED TO THEINSTEALLSCREWSATRTHEENDSOFTHE NYLON STORMGARO °. LOLLER PATH U—BARS, ALL U—BARS SHALL BE INSTALLED ON SECTIONS PRIOR TO L-1/2' STEM DETAIL 8 INSTALUNG ROLLER SLIDES AND TOP FIXTURE ON THE U—BARS. SEE ATTACHMENT NOTES ON THIS SHEET. IB GA HINGE ATTACHED PLACE U—BAR OVER INTEGRAL RIB AND ATTACH WITH (6) 1/4-204/8" WITH (2) 1/4-20x5/8" CRIMPTITE SCREWS (2 OF CRIMPTITE SCREWS THRU WHICH ARE FACTORY PRE —PUNCHED HOLES AT ATTACHED, 3 OF WHICH EACH INTERMEDIATE HINGE ARE FIELD INSTALLED INTO LOCATION (1 11-IRU FLANGE TOP LEAF, AND 1 OF OF U—BAR AND BOTTOM WHICH IS FIELD INSTALLED HINGE LEAF AND 1 THRU THRU PRE —PUNCHED HOLE .- WEB OF U—BAR AND IN U—BAR) INTEGRAL RIB OF SECTION) DETAIL C 12 GA BOTTOM BRACKET _ FACTORY ATTACHED WITH 0 y— PLACE U—BAR OVER INTEGRAL RIB WITH 3) 1/4-14x5/8" j NOTCH DOWN TO CLEAR BOTTOM CRIMPTITE SCREWS BRACKET AND ATTACH THRU END CAP AT EACH END WITH (1) 1/4-14x7/8" 1 SELF DRILLING CRIMPTTE SCREW AS SHOWN AND USE (1) 1 /4-14z7/8" SELF DRILLING CRIMPTITE SC EW ACROSS THE BOTTOM OF THE BOTTOM U—BAR AT EACH PRE —PUNCHED HOLE AT EVERY DETAIL D HINGE LOCATION. USE (1) 1/4-204/8" CRIMPTITE SCREW AT ALL OTHER PRE —PUNCHED HOLE LOCATIONS. JOHN E. SCATES. PE 3121 FNROATE DR. CARROLLTON, TX 75007 FL PE 51737 TX PE 56308/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIOED ONLY FOR VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS. Wagne® Dalton ASON DRIVE FLORIDA 32514 REVISIONS P1 ADDED SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE ANO CLARIFIED NUMOER OF FASTENERS AND CENTER HINGES REQUIRED FOR NARROWER DOOR WIDTHS. MRB 5/10/O6 P2 MODIFIED NOTE 8 TO STATE THAT LOUVERS ARE NOTIMPACT RTANT. ESIS G6/6/07' RTP3 MODIFED JAMB RAC KET SCHEDULE FOR FAT OPTION. ADDED LHR 5) SECTION DOORS TRACK DETAIL SHEET 2. WITH ( 6) 3% 16 GA, GRT 4/17/08 80 KSI U—BARS LOCATED OVER P4 ADDED TEXAS LICENSE INTEGRAL RIBS AS NUMBER TO TITLE BLOCK. SHOWN CHANGED LOUVER NOTE. INCREASED MAX HEIGHT 4) SECTION DOORS L fTO 8'-9". ADDED HIGH LIFT AND ROOF PITCH WITH (5) 3% 18 GA, TRACK NOTE, 60 KSI U-BARS LOCATED OVER CRT 4/29/09 INTEGRAL RIBS AS PS UPDATED TITLE BLOCK SHOWN GRT 5/4/10 II RAR ATTACHMENT NOTES 1. ALL U—BARS SHALL BE PLACED OVER INTEGRAL RIBS AND ATTACHED THRU PRE —PUNCHED HOLES NTH ( 2) 1/4-14X5/8" CRIM"TE SCREWS AT EACH INTERMEDIATE HINGE LOCATION, (2) 1/4-14x7/B" SELF DRILLING CRIMPTTE SCREWS AT EACH END CAP BOTTOM( EXCEPTE30THU-BARS ON SECTION SEE x5 DETAILBADDTHISSHEET), (2)1/4- 4/8' CRIMPTITE SCREWS APPROXIMATELY MIDWAY BETWEEN END OF DOOR AND INTERMEDIATE HINGE LOCATION, . AND ( 1) 1/4-14x5/8' CRIMPTITE SCREW APPROXIMATELY 8' FROM EACH END. FOR DOOR WIDTHS GREATER THAN 12'-0 THERE SHALL BE A TOTAL OF (20) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U—BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (18) SCREWS EACH. FOR DOOR WIDTHS LESS THAN OR EQUAL TO 12'-0'. THERE SHALL BE A TOTAL OF (16) SCREWS ATTACHING EACH U—BAR EXCEPT BOTH U—BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (14) SCREWS EACH. 2. WITH THE EXCEPTION OF THE (8) PRE —PUNCHED HOLES IN THE TOP OF EACH END USED FOR ATTACHMENT OF THE ROLLER SLIDES AND THE (6) PRE —PUNCHED HOLES IN THE BOTTOM OF EACH END USED FOR THE ATTACHMENT OF THE TOP.FIXTURE AND UNLESS NOTED OTHERWISE ON THIS SPECIFICATION DRAWING, ALL PRE —PUNCHED HOLES IN ALL U—BARS SHALL BE ATTACHED TO THE DOOR WITH 1/4-14x5/B" CRIMPTITE SCREWS. 3. 18 GA U—BARS SHALL BE STAMPED "46" LT APPROXIMATELY 8" FROM EACH END, STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: A DESIGN ( PSF): +25.90/-28.80 MAX WIDTH: 16'-O" DATE NAME TEST ( PSF): +38.85/-43.20 MAX HEIGHT: 8'-9" DRAWN 3/8/06 GRT IMPACT/ CYCLIC RATED (YES/NO): NO MAX SECTION HEIGHT: 21" CHECKED 4/6/D6 MRB MODELS 5140/9400/9600 SHEET 2 OF 2 DRAWING PART NO. [;RFV.WINDLOAD SPECIFICATION OPTION CODE 0607 319033 REVISIONS SPLICE PLATE LOCATION e SEE SCHEDULE 14" MAX 1 12" MAX 12" MAX CLIP DETAIL CLIP LOCATIONS SEE SCHEDULE 12" MAXV_____TRACK CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. JOHN E. SCATES. PE 3121 FAIRCATE OR. CARROLLT.N, TX 75007 FL PE 51737 TX PE 563D6/FZZ03 NLY FOR PVROFESSRIFCAI ONL OF CWMOLOAD CONS RUCTIONSEALPROVIDED DDETALS' 13 GA MIN CONTINUOU WALL ANGI 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1 /4" X 7/16 SEMI TUBULAR RIVITS 11 GA MIN CLIP SEE SCHEDULE— RS 028'-' 2 13 GA MIN CONTINUOUS WALL ANGLE — RACK OR CARRIAGE BOLT WITH 1 /4"-20 NUT TYPICAL CLIP BOLTING DETAIL TRACK 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1 /4"-20 NUT TYPICAL CLIP RIVETING DETAIL 11 GA MIN CLIP SEE SCHEDULE OR CATRACK CARRIAGE BOLT WITH 1/4"-20 NUT TRACK TYPICAL CLIP WELDING DETAIL DESIGN PRESSURE CHART DOOR MAX PSF WIDTH g'- 0" +46.0 PSF —52.0 PSF 16'- 0" +46.0 PSF/-52.0 PSF 18'- 0" +46.0 PSF/-52.0 Oct:' TRACK SUPPLEMENT CHART Wagner Dal$ 011 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 850) 474-9890 ANGLE 12 FOOT TED 6/ 11/0.) IPDATED FORMAT. EASED ALLOWABLE SURES TO 00/- 52.00 PSF FOR DOOR WID11-1 5. NGEO " TEXAS WALL LE' TO 'CONTINUOUS ANGLE". ADDED STRATE MOUNTING NIL, CHANGED TO N HD ANCHORS 4/ 2/07 CHANGED FORMAT. iED MODELS 9800 1 8024 WITH OVERLAY TRACK CLIP IEDULE. 8/ 21/07 UPDATED MODELS TED IN CHARTS. DATED SPLICE do CLIP EOUlES. 9/ 06/07 UPDATE MOUNTING TAIL DRAWINGS. T 10/05/07 UPDATED CHARTS TO IMINATE THE USE OF E # B CUP (REPLACED TH # 9 ACROSS THE ARO). P 10/24/07 3 UPDATED STEEL DUNTING DETAIL RB 04/11/08 9 EXPANDED 1-1/2" TO 3/ 6" DOOR THICKNESS HART UP TO 14' HIGH. RT 12/11/OB 10 UPDATED TITLE LOCK RT 6/2/10 DA DRAWN SHEET 1 OF 2 DRAWING PART NO. REV. 307494 P10 5 L E ti E F 2 3/4" f1" EDGE DIST E60XX MIN. 1 8 2-2 1/8 2-24 MIN 3/16" THICK STEEL FOR MOUNTING 16" x 1-5/8"VI/4-20 WALL ANGLE AG SCREW OR QUIVALENT INTO IIN 2 x 6 NO.2TRACK CLIP PF (G=0.42) OR — —"— ETTER AT EACH1/4-20x9/16" IDLE OR -PAIR OFTRACK BOLT ANDIOLELOCATIONSHEXNUT MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONAL; WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL d. WITH MIN, (1) 1/4-20x7/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDIN( C CONCRETE MOUNTING DETAIL JOHN E. SCATES, PE 3121 FAIROATE OR. CARROLLTON, TX 760D7 FL PE 51737 TX PE 56300/F2203 PNLY FORROFESSIONALVERIFICATIONOFENGINEER'SWINOLOAD CONSTRUCTIONEODETAILS. 3/ B" 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— 20 x9 /16" TRACK BOLT AND 1/ 4-20 HEX NUT TRACK CLIP REVISIONS 2 2 INCH RACK — CLIPS —TEXAS VALL ANGLE 12 FOOT 1POATED 1PJ 6/11/03 13 UPDATED FORMAT. NCREASED ALLOWABLE RESSURES TO 1- 46.00/-52.00 PSF FOR ALL DOOR WIDTHS. CHANGED ' TEXAS WALL ANGLE" TO "CONTINUOUS WALL ANGLE". ADDED SUBSTRATE MOUNTING DETAIL, CHANGED TO TITEN HD ANCHORS GRT 4/2/07 IP4 CHANGED FORMAT, ADDED MODELS 9800 AND B024 WITH OVERLAY TO TRACK CLIP 15 UPDATED MODELS S. IN CHARTS. JPDATED SPLICE do CLIP iCHEOULES. LP 9/06/07 P6 UPDATE MOUNTING DETAIL DRAWINGS. GRT 10/05/07 P7 UPDATED CHARTS TO ELIMINATE THE USE OF THE 08 CLIP (REPLACED NTH # 9 ACROSS THE BOARD). DLP 1D/24/07 PS UPDATED STEEL MOUNTING DETAIL MRB 04/11/OB P9 EXPANDED 1-1/2" TO 1- 3/8" DOOR THICKNESS CHART UP TO 14' HIGH. GRT 12/11/OB PIO ADDED MODEL 8700. UPDATED TITLE BLOCK CRT 6/2/10 y4UU a0uu aJvu z'uu E LIP S FROM BOTTOM TO TOP PLATE # OMIODELSaglUU/'34uu/ 10uu/zlluulz'uuv1UU 4, 4, 4, 4 6 4, 4, 4, 4, 4 6 4, 4, 4, 4, 4, 4 6 n_ n 4. 4. 4. 4, 4, 4, 4, 4, 4 6 DATE NAME al9ne® alt® n DRAWN 8/21/07 GRT CHECKED B/21/07 MRB 3395 ADDISON DRIVE TRACK SUPPLEMENT CHART PEN( 850) A4740989D32514 SHEET 2 OF 2 DRAWING PART 140. 307494 REV. P10 A Division of Overhead Door Corporation Jda-%mb Cowlm1knIoRlhectlul This document provides a series of connection schedules and basic detailing concepts for the jmbs to the use connection of garage cal Data Shee TDS-b161. mayuilding rbe us d ames wiao fvarious fasteners. DASMA Tech s an alternate to this document. Rev. P16 P/ N 324620 SCHEDULEI 5/16" DIAMETER LAG SCREWS No.0737 STATE OF FC0RI'D 11111111 1. BASED ON 5/16" DIAMETER LAG SCREWS WITH 1-1/2" O.D. WASHERS WITH A 1-9/32" THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. 2. PROVIDE QUANTITY OF LAG SCREWS'AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN INTABLEWITHAMINIMUMOFTHREE (3) LAG SCREWS PER JAMB. LAG SCREWS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. DIVIDED BY 2. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH =16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 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. E RESPONSIBILITY OF THE BUILDING DESIGNER6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLANDSHALLBEDESIGNEDFORTHEJAMBLOADLISTEDINABOVE TABLE AS CALCULATED PER NOTE 3. 7. MINIMUM EDGE DISTANCE SHALL BE 1/2", MINIMUM FASTENER SPACING SHALL BE 1-1/2', AND ALL HOLES SHALL BE PRE -DRILLED TO PREVENT SPLITTING. 8. LAG SCREWS SHALL CONFORM TO ANSI / ASME STANDARD B18.2.1. Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:56:33-06'00' Approved John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Revision PI FL PE 51737 TX PE 56308/F2203 SCHEDULE2 16d COMMON WIRE NAILS AND 16d THREADED HARDENED -STEEL NAILS E. SCgr No. 0737 p ; STATE OF lt0Rio Pd ZifFSS ONA; tllll BASED ON 16d COMMON WIRE NAILS (0.162"x3-1/2") OR 16d THREADED HARDENED -STEEL NAILS (0.148"x3 1/2") WITH AMINIMUMPENETRATIONOF2" INTO SIDE GRAIN OF MAIN MEMBER. 2. NAILSSHALLBEPROVIDEDINPAIRSATAMAXIMUMSPACINGASSHOWNINTABLE WITH A MINIMUM OFTHREE (3) PAIRS OF NAILS PER JAMB. NAILS AT TOP AND BOTTOM OF JAMBSHALLBEPLACEDAMAXIMUMOF6" FROM THE END OF THE JAMB. 3. LOADPERJAMBCALCULATEDBYTAKINGDESIGNLOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16fU2 = 240lb/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x4 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY>=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTINGOVERDRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6, DESIGNOFTHESUPPORTSTRUCTURESHALLBETHESOLERESPONSIBILITYOFTHEBUILDINGDESIGNERANDSHALLBEDESIGNEDFORTHEJAMBLOADLISTEDINABOVETABLEASCALCULATEDPERNOTE3. 7. EDGEDISTANCES, END DISTANCES AND SPACINGS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. Digitally signed by John E. Scates, P.E. Approved Date: 2015. 02.20 09:56:58-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Revision P16 FL PE 51737 TX PE 56308IF2203 SCHEDULE3 318" 0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL.WEIGHT CONCRETE eNaF TFS,ii No. 51737 STATE OF : W 1 tV j O.c; •. FL OR P' N . Iilll 1. BASED ON 3/8"0 A307 HEADED OR HOOKED (1.69" MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 2" O.D. WASHERWITHAMINIMUMEMBEDMENTDEPTHOF3" AND A MINIMUM EDGE DISTANCE OF 3". 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN INTABLEWITHAMINIMUMOFTHREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOMOFJAMBSHALLBEPLACEDAMAXIMUMOF6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 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. F THE LDING 6 DESIGN OLL BE DES GNED FOR THE JAMB LOAD LI TED INN ABOVETONSIBILITY O ABLE A5 CALCULATEDI P R NOTEI3.NER ANDSHALL Digitally signed by John E. Scates, P.E. 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 No.51737 •; p STATE OF O.t; 1!I I t 1 R INTO NORMAL WEIGHT UNCRACKED1. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4" O.D. WASHEDEPTHOF2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4". CONCRETE WITH A MINIMUM EMBEDMENT 2. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4" O.D. WASHER INTO GROUT FILLED CCEMU WITH A CMINIMUM EMBEDMENT ONCRETE MASONRY DEPTH OALL3CONFORM TO STM C90 AND GROUT SHA/ 4", A MINIMUM EDGE DISTANCE OF 4", D CONFORM TO ASAMINIMUMEND TC47fi OF 4". MAINTAIN MAXIMUM SPACING AS SHOWN IN 3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO TABLEWITHAMINIMUMOFTHREE (3) SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOM OFJAMBSHALLBEPLACEDAMAXIMUMOF6" 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 16fY2 = 240lb/ft 5. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBERORBETTERMOUNTEDTOSUPPORTSTRUCTURE. IFMOUNTINGOVERDRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN IN THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER ANDSHALLBEDESIGNEDFORTHEJAMBLOADLISTEDINABOVETABLEASCALCULATEDPERNOTE4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:58:01-06'00' A roved John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Revision P16 FL PE 51737 TX PE 56308/1`2203 SCHEDULE5 3/8" 0 HILTI KWIK BOLT 3 EXPANSION ANCHOR ENa S' i No. 0737 p : STATE OFlu S ! L0Rio -, N' SIONAI,,` 1. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4" O.D. WASHER INTO NORMAL W LIUM iUNCRACKEDCONCRETEWITHAMINIMUMEMBEDMENTDEPTHOF2-1/2" 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 AMINIMUMEMBEDMENTDEPTHOF2-1/2" AND A MINIMUM EDGE DISTANCE OF 4". ONLY ONE ANCHOR PER MASONRY UNITCONCRETEMASONRYUNITSSHALLCONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN INTABLEWITHAMINIMUMOFTHREE (3) ANCHORS PER JAMB. ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. DIVIDED BY 2. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH =16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 5. CHART IS BASED ON 6-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE TED PER 8. SCREW ANCHORS SS HALL BE (INSTALLED PER MANUFACTURERS WRITTEN INSTRUCTIONS. NOTE 4. Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:58:27-06'00' Approved John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Revision P16 FL PE 51737 TX PE 56308/F2203 Ways® a1t®n 3395 ADDISON DRIVE PENSACOLA, FLDRIDA 37514 850) 474-9890 JaFTFS No. 51737 p. STATE OF !4` V4sSioniA%-`? I m\\ Digitally signed byJohn E Scates, P.E. Date:2015.0220 095853 -06'00' JDiW E —,ES PE 3i9 FAWGAIE DR CIJtRIXL,DR 1x TSDDI R PE 575/ TX PC 53]De/FI]D3 PypDDGAw @' PoNDLD Gd6TRD DETARO 1 6' MAY FASTENERS PER SCHEDULES I THRU 4 MWMUM 2X4 STRUCTURAL GRADE LUMBER FOR MAXIMUM ATTACHMENT TO WDDD SUBSTRATE SPACING DR MINIMUM 2x6 FDR ATTACHEMENT TO CONCRETE AND GROUT FR.LED CMI1, TYP. SEE DETARS 1. 2. AND 3 REOUIREDFORVERTICALPOST RONFORCWG SYSTEMS. DOOR HEIGHT 6" MAX DOOR WIDTH LOCK 2_}/ 4• J 2) }/ B• SMPSON IITEN NO SCREW ANDANCHORTMEMBEDMF/NTDEPTTH Or2- 3/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4% MINIM m alcauca NOTE:. MAXIMUM DESIGN LDAD CAPACITY OF 2OB5 LDS MINIMUM 2xs $3 R. HEADER LOCK SOUTHERN PINE BRACKET LUMBER 4' J 4) 3/e' SUIPSON TITER HD SCREW ANCHOR WITH A i-,/d' WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2- 3/4' AND A MINIMUM EDGE DISTANCE OF 4 DETAIL DOO P I ROIR FlIIFD [_ i NQ MAXIMUM DESIGN LDAD CAPACITY OF 240D LDS LOCK 4) 3/1' DIA LAG SCREWS n I-,/4' OD. WASHERS LAGSEWS_ RAVE A MINIMUM PENEIRADDN OF I- 9/32' INTO THE MAW SUPPORT MEMBM WOOD SUPPO Ri STRULTIREC Ap7Y XOFU2430 LBi LOAD DRAWN DRAWING PART MO. I REM. JAMB CONNECTION SUPPLEMENT 324620 1 P16 ague B51t®n 3395 ADDISON DRIVE pENSACOLA, FLORIDA 32514 850) 474-9890 MIN 25DO PSI CONCRETE NOTE MAY ALLOWABLE FASTENER MIN 2 a 4 SPF (WAB.{2) OR SERER WALL STUDEx , MTH ALLOWABLE FASTET7ER LOAD MAYIXC® THE DESIGN LOAD OF THE STRUCTURE. , OF SUPPORIWG STRUCTURE SHALL BELOADMAYIXCiIDTLIEDESIGN LOADOF SUPORTING RSTRUCTU DESSHALL MIN ED 4 DISi DESIGN RENRD fOR THE STRUCTU ETY OF 'ME PROFESSIONAL OFTHEBE THE SOLE RESPONSIBIIIIY OF THE PROFE590NAL OF RESDRD FOR THE STRUCRIRE a. ERTEAIOR SHEA" HOLD BACK INTERIOR 3/ e' 9MPSON ITTEN H0, 2- 3/4' MW EMBED. MIN SHFAIHW 5/ 16' LAG SCREW WITH 1_ 9/32' EMBED W CENTER OF 6' BEIWEIII JAMB BRAQ2T LOCATION SiUO ( t 1/47 FOR EACH JAMB BRACKET LOCATION JAMB BRACKET JAMB BRACKET 1/ 4-2m9/i6' t /!//,' 1/ 4-2-11" TRACK BOLT AND TRACK BOLT AND 1/{- 20 HEY N 11111T 7 4-20 HEX N TRACK TRACK RF T W D A,OUHTINC OETAR DIRECT CONCRETE MOUNRNG DETAIL M S PFR UG FA,E No. 5W37••••% p .• STATE OF : Alt! ` pO. c'•.LOR QP 0 _ Digitally signed byJohn E. Scates, P.E. Date: 201 s.0220 095926-06'00' SHEET z y q ANW.DR JAMB CONNECTION SUPPLEMENT pLPE51T31UPE56D09/IT]D3 pppET5001AL EHONOR'S SEAL PPDNDD) ORLT FDR YkAY1GRDN6WJADADLWST1DnR! DRAGS DRAWING PART NO. REV. 324620 P16 Florida Building Code Online V 5 3 3 '"FLOFII]![f79W1ti1TA8ki GF .:'" st ' Prof68911, at Florid0ii product Approval3 USER: Public User rAsi m hmidon list Product Approval Menu Produ ' or Aoolicetion Search > App Search Criteria Code Version 2014 ALL Application Type ALL Category Application status ALL Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL. Impact Resistant other ALL Type I Manuf e, Refin ch 15000 FL# ALL Product Manufacturer ALL Subcategory ALL Compliance Method ExpiredEntityContractExp' ALL Quality Assurance ALL Product Description . ALL Approved for use outside HVHZ ALL Design Pressure FL15000-R2 Revision ITherma-Tru Corporation ^ Category: Exterior Doors Histo Subcategory: Swinging Exterior Door Assembliesornm Validated 5 Status Ryan J. King, P.E. Approved 813) 767. 6555 Page 1 of 1 M10 acn-0A7-1824 Q actSL4:: 2 01 61 Ir Stun Road TallahaRee R 32 93 - " ," st mart Statement i'a" cta ment :: Refund --,-- The state of Florida is an AA/ smPlOy• '^ O 2D07-201of Florida.:: ""` public request, do not sendonsetoapntto Tressed, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Putsua Tess Under Florida law, email addresses are public records. If you phone not want your e-mail address released. ° provide the Department with an email address If electronic mail to this entity. ctfective Orinber 1, 2012, licensees licensed under Chapter are public record. If you do not wish to semon 455.275(1), Florida Statutes, be used for 1, 20l communication with the licensee• However emal addresses they have one. The emalsprovidedvmay idetheDepartment with c email address whine canbe made available to the public To determine if you are a licensee under supply a personal address, P chapter 455, P Product Approval Accepts: 0 FOX 0 rzurit ntF Tt(rc5' 2/14/2018 Florida Building Code Online 10 BCIS Home ( Log In User Registration I Hot Topics Submit Surcharge I Stats & Facts Publications FBC Staff I BCIS Site Map I Links Search Florida SOProduct Approval USER: Public Userpr r 0, Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2017 FL# 16103 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL FL# Type Manufacturer Validated By Status FL16103-R9 Revision Ply Gem Windows Category: Windows National Accreditation & Management Institute 804) 684-5124 Approved History Subcategory: Single Hung Approvec Dy ubrk. Approvals Dy uDrK snau De --.- -'-y Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility. Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public-recordsrequest, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455. 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 0 ® sChcdk E Credit Card Safe https:// floridabuilding.org/pr/pr_app_lst.aspx 1 / 1 2/14/2018 Florida Building Code Online v BCIS Home I Log In 1 User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search 1 bti a 1I Product Approvalr ( 0 USER: Public User Product Approval Menu > Product or Apylication Search > Application List > Application Detail FL # FL16103-R9 Application Type Revision Code Version, 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Ply Gem Windows Address/Phone/Email 433 N. Main St. Rocky Mount, VA 24151 614) 532-3596 luanne.harris@plygem.com Authorized Signature Luanne Harris luanne.harris@plygem.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2009 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/20/2017 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhl 000gbVYRGITgUSzNzJCVvRqQvjVOzheKNA%3d%3d 1/3 WiEYK11K Florida Building Code Online Date Validated 12/21/2017 Date Pending FBC Approval Date Approved 12/27/2017 Summary of Products FL # I Model, Number or Name Description 116103.1 I Ply Gem 1500 I Single Hung, Non -Impact (Alt. Substrates) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Refer to installation detail for sizes, configurations and ratings. Certification Agency Certificate FL16103_R9_C_CAC _NI011350.01-R3.pdf FL16103_R9_C_CAC _NI011350.02-R3.pdf FL16103_R9_C_CAC _NI011350.04-R3.pdf FL16103_R9_C_CAC _NI011350.05-R4.pdf FL16103_R9_C_CAC _NI011350.06-R3.pdf FL16103_R9_C_CAC _NI011350.07-R3.pdf FL16103_R9_C_CAC _NI011350.08-R5.pdf FL16103_R9_C_CAC _NI011350.11-R4.pdf FL16103_R9_C_CAC _NI011350.16-R3.pdf FL16103_R9_C_CAC _NI011350.20-R3.pdf FL16103_R9_C_CAC_NI011350.21-R3.pdf FL16103_R9_C_CAC _NI011350.22-R4.pdf FL16103_R9_C_CAC _NI011350.25-R3.pdf FL16103_R9_C_CAC_NI013370.02.pdf FL16103_R9_C_CAC _NI013370.03,pdf FL16103_R9_C_CAC_NI013370.04.pdf FL16103_R9_C_CAC_NI013370.05.pdf FL16103_R9_C_CAC _NI013370.06.pdf Quality Assurance Contract Expiration Date 04/30/2020 Installation Instructions FL16103_R9_II_PGW181-C.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL16103_R9_AE_EvalReport-PGW181-C.pdf Created by Independent Third Party: Yes 116103.2 1 Ply Gem 1500 I Single Hung, Non -Impact (As Tested) I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Refer to installation detail for sizes, configurations and ratings. Certification Agency Certificate FL16103_R9_C_CAC_NI011350.01-R3.pdf FL16103_R9_C_CAC _NI011350.02-R3.pdf FL16103_R9_C_CAC _NI011350.04-R3.pdf FL16103_R9_C_CAC _NI011350.05-R4.pdf FL16103_R9_C_CAC NI011350.06-R3.pdf FL16103_R9_C_CAC _NI011350.07-R3.pdf FL16103_R9_C_CAC _NI011350.08-R5.pdf FL16103_R9_C_CAC _NI011350.11-R4.pdf FL16103_R9_C_CAC _NI011350.16-R3.pdf FL16103_R9_C_CAC _NI011350.20-R3.pdf FL16103_R9_C_CAC. NI011350.21-R3.pdf FL16103_R9_C_CAC _NI011350.22-R4.pdf FL16103_R9_C_CAC _NI011350.25-R3.pdf FL16103_R9_C_CAC_NI013370.02.pdf FL16103_R9_C_CAC _NI013370.03.pdf FL16103_R9_C_CAC _NI013370.04.pdf FL16103_R9_C_CAC_NI013370.05.pdf FL16103_R9_C_CAC_NI013370.06.pdf Quality Assurance Contract Expiration Date 04/30/2020 Installation Instructions FL16103_R9_II_PGW198 AS TESTED.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 116103.3 I Ply Gem 1500 I Single Hung, Impact (Alt. Substrates) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Refer to installation detail for sizes, configurations and ratings. Certification Agency Certificate FL16103_99_C_CAC_NI011350.12 R2.pdf FL16103_R9_C_CAC_NI011350.14-R2.pdf FL16103_R9_C_CAC _NI011350.24 R2.pdf Quality Assurance Contract Expiration Date 11/30/2022 Installation Instructions FL16103_R9_II_PGW183-B.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports https://floridabuiIding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvyf4ngAXh1000gbVYRGITqUSzNzJCVvRqQvjVOzheKNA%3d%3d 2/3 2/14/2018 Florida Building Code Online FL16103_R9_AE_EvalReport-PGW183-B.pdf Created by Independent Third Party: Yes 16103.4 Ply Gem 1500 Single Hung, Impact (As Tested) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16103_R9_C_CAC _NI011350.12-R2.pdf Approved for use outside HVHZ: Yes FL16103_R9_C_CAC _NI011350.14-R2.pdf Impact Resistant: Yes FL16103_R9_C_CAC _NI011350.24-R2.pdf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: Refer to installation detail for sizes, configurations and 11/30/2022 ratings. Installation Instructions FL16103_R9_II_PGW184 AS TESTED.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: check Credit Card Safe https://floridabui lding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgvyf4ngAXh 1000gbVYRGITgUSzNzJCVvRqQvjVOzheKNA%3d%3d 313 PLY GEM I N DOWS SERIES 1500 SINGLE HUNG WINDOW NOTES: I. THIS INSTALLATION HAS BEEN EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE OUTSIDE THE HVHZ, AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES DO NOT EXCEED THE DESIGN PRESSURE RATINGS HEREIN. 2. WHEN USED IN AREAS REQUIRING IMPACT PROTECTION, THIS PRODUCT REQUIRES THE USE OF APPROVED IMPACT PROTECTIVE DEVICES (SHUTTERS). 3. ANCHOR TYPE, SIZE, SPACING, EMBEDMENT, AND EDGE DISTANCE SHALL BE AS SPECIFIED IN THESE DRAWINGS. USE APPROPRIATE ANCHORAGE FROM TABLE 1 ACCORDING TO SUBSTRATE TYPE. A MINIMUM CENTER -TO -CENTER SPACING OF 3" SHALL BE MAINTAINED BETWEEN ALL INSTALLATION FASTENERS IN ANY DIRECTION. 4. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR MASONRY OPENINGS WITH WOOD BUCKS LESS THAN 1-112" THICK, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, AND INTO MASONRY SUBSTRATE. WOOD BUCKS WITH MASONRY ARE OPTIONAL. 5. WOOD, METAL, OR MASONRY OPENINGS, BUCKS, AND BUCK FASTENERS, BY OTHERS, SHALL BE PROPERLY DESIGNED AND INSTALLED BY OTHERS TO TRANSFER SUPERIMPOSED LOADS TO THE STRUCTURE. ADEQUACY OF THE STRUCTURE TO RECEIVED THESE LOADS SHALL BE VERIFIED BY THE CONTRACTOR OR AUTHORITY HAVING JURISDICTION (AHJ). 6. IT IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD OR AS APPROVED BY THE AHJ TO SELECT PLY GEM PRODUCTS TO MEET ALL APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES, OR OTHER SAFETY REQUIREMENTS FOR EACH INSTALLATION. 7. SHIMS ARE REQUIRED WHERE GAPS OF GREATER THAN 1/16" EXIST BETWEEN OPENING AND FRAME. MAX. SHIM STACK IS 1/4". SHIMS SHALL BE LOAD -BEARING AND CAPABLE OF TRANSFERRING LOADS TO THE SUBSTRATE. 8. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER INFILTRATION RESISTANCE OF THE INSTALLED PRODUCT SHALL BE THE RESPONSIBILITY OF OTHERS USING ASTM E 2112 AND IS NOT ADDRESSED BY THIS DOCUMENT. 9. INSTALLED GLAZING SHALL COMPLY WITH ASTM E 1300. 10. ALL FASTENERS PENETRATING INTO PRESSURE TREATED WOOD SHALL BE CAPABLE OF PREVENTING CORROSION DUE TO REACTION WITH PRESSURE TREATMENT CHEMICALS. ANY DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE PROTECTED TO PREVENT REACTIONS IN ACCORDANCE WITH CODE REQUIREMENTS. 11. A WIND LOAD DURATION FACTOR CD = 1.6 WAS USED FOR THE ANALYSIS OF WOOD SCREWS ONLY. 12. PRODUCTS SHALL BE CONSTRUCTED AS SPECIFIED IN TEST REPORTS NATIONAL CERTIFIED TESTING LABORATORIES 110-15596-1 81 -2. 110-15597-1, 110-15598-1, 110-15599-1 8 -2, 110-15600-1, 110-1601-1, 110-15602-1, 110-15605-1, 110-16027-1, 110-16028-1, 110-16245-1, 110-19262-1, 110-19348-1 THRU -5. 13. DESIGNATION "X' IS FOR OPERABLE PANEL AND "0" IS FOR FIXED PANEL. 14. USE 100% PURE SILICONE CAULK COMPLIANT WITH AAMA 800 SECTION I - SEALANT SPECIFICATIONS FOR USE WITH ARCHITECTURAL FENESTRATION PRODUCTS. 15. USE A BACKER ROD ON ALL JOINTS >3/4" DEEP AND/OR WIDER THAN 1/4". FINISHED CAULK JOINT SHOULD BE A MINIMUM OF 3/8' DEEP. FL 16103.1 SIZE CHART OVERALL SIZE MAX. DESIGN PRESSURE GLAZING TYPE / CONFIG. WIDTH HEIGHT 35-15/16' 84, 50/- 50 PSF TYPE GI / EVEN SASH 40' 72" SO/- 50 PSF 48' 72' 50/- 50 PSF 52-118, 62' 1 SO/- 50 PSF 53' 77-1/8" 50/- 50 PSF 44' 77-I/8' 40/- LO PSF 53' 77-1/8' 40/- LO PSF 35-15/16' 73 15/16' 35/- 35 PSF 35-15/I6" 73 15/16- 50/- 50 PSF 48-1/16- 95-15/16" 30/- 35 PSF TYPE GI / ORIEL SASH48-1116' 95-15/16' 25/- 30 PSF 44-1/16' 77-1/8' 40/- 40 PSF TYPE G2 / EVEN SASH 36-1/16" 74-1116" 50/- 50 PSF 35-7/16' 73-1/2' 35/- 35 PSF 35-15/16' 61 15/16' 35/- 35 PSF TYPE G3 / EVEN SASH 35-1/2' 73-1/2' 30/- 30 PSF 40-1116" 72' 25/- 35 PSF 43-15/16- 77-1/8' 25/- 25 PSF TABLE OF CONTENTS SHEET SHEET DESCRIPTION I INSTALLATION 8 GENERAL NOTES 2 ELEVATIONS 6 ANCHOR SCHEDULE 3 VERTICAL SECTIONS 4 HORIZONTAL SECTIONS 5 GLAZING DETAILS TABLE I: INSTALLATION FASTENERS TABLE Lucas Turner 2017-12-20 03:31+19:00 ID SUBSTRATE TYPE ANCHOR TYPE MIN, EMBED. MIN EDGEDISTANCE FIN INSTALLATION A 2X MIN. SPRUCE -PINE -FIR WOOD 8 WOOD SCREW 1-112" 7/1 6" G=0.42) 16 GAUGE (0.060") STEEL 36 KSI MIN. 10-16 SELF -DRILLING SCREW I FULL, PLUS 3 7/16" B OR 1/8" ALUM. 6063-TS MIN. TEKS/DRIL-FLEX/KWIK-FLEX THREADS MIN. FRAME OR CLIP INSTALLATION c CONCRETE (2 KSI MIN.) 3/16' ITW TAPCON 1-1/2" 1-1/8" D HOLLOW OR GROUT -FILLED CMU 3/16" ITW TAPCON 1" 2" 117 PCF MIN.) E 2X MIN. SOUTHERN PINE WOOD 3/16' ITW TAPCON 1-3/8" 7/8' G=0.55) F 2X MIN. SOUTHERN PINE WOOD 10 WOOD SCREW 1-3/8" 7/8" G=0.55) 16 GAUGE (0.060") STEEL 36 KSI MIN. 10-16 SELF -DRILLING SCREW IFULL, PLUS 3 1/2' G OR I/8" ALUM. 6063-T5 MIN. I (TEKS/DRIL-FLEX/KWIK-FLEX) ITHREADS MIN. NOTE: ALL SCREWS AND TAPCONS SHALL HAVE MOD. TRUSS, PAN, OR HEX WASHER HEAD, 0.42" MIN. HEAD OR WASHER DIAMETER FOR FIN ANCHORS, 0.355" MIN. HEAD OR WASHER DIAMETER FOR FRAME ANCHORS. Ply GemWINDOWS 433 N. MAIN ST.. PD BOX 559. ROCKY MOUNT. VA 24151 PH: 540-404-6340 F%: 540-404-6683 w kdOL O0 w Z_ Z 2 Z o xx a wJ N vl Z r, w z o w Vl Z G F 12 N 12 z yw Vw w o Z0 o w o 0 0 o ui a J H Z Q U n m m Q.6 Z N Q~ v Z No 58201 "'m-P s90; STATE OFR. W,: R10 P' S 12/19/2017 LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. COA # 29779) 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 DWG #: PGW181 SHEET: I OF C 4' FROM 8-1/2" CORNER, TYP. O.C., TYP~ r ANCHOR LAYOUT FL 16103.1 FIN INSTALLATION UNIT MAX. WIDTH SEE SIZE CHART, SHEET I TYPICAL ELEVATION EVEN SASH UNIT MAX. WIDTH SEE SIZE CHART, SHEET I TYPICAL ELEVATION ORIEL SASH 6" FROM 15' 4" FROM CORNER, TYP. O.C.," 6" FROM CORNER, TYP. ' TYP. I CORNER, TYP. il12' O.C., TYP. j INSTALLATION_/ 1.. ANCHOR, TYP. 8-1/2" O.C., TYP. 2" EACH JI SIDE OF 1 MTG. RAIL CENTER, TYP. INSTALLATION EXTRA ANCHORS CIRCLED LOCATIONS) ANCHOR, TYP. REQUIRED FOR ALL WINDOW WIDTHS OVER 44-1/16" INSTALLATION11LANCHOR, TYP. 4' FROM EXTRA ANCHOR LOC. TO NEAREST STANDARD LOC., TYP. 4- O.C. ANCHOR LAYOUT FRAME INSTALLATION NOTE: MAXIMUM ORIEL UNIT FIXED D.L.O. Ply GemsWINDOWS I 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT. VA 24151 PH. 540-484-6348 FX: 540-484-6683 OQL] HEIGHT IS LIMITED TO 50-7/8 . w 302' puw 3., 15' D.C., r—ITYP. 12" O.C., 41TYP. 1 uOH LX2' EACH SIDE OF r X MTG. RAIL J CENTER, TYP. X" All NORTH PORT FL 34288 COO Z U VC, Z F NWp N O F WJ to W Z a H o o w COLuW O rn W ZO F Zo WrOZ WN J w MW 0 N T J CO omz 6' FROM CORNER, TYP. Vp5:4 CENg.G Qti'. rmomiNo584014 r EXTRA ANCHORS STATE OF fw+' MARKED W/ 'X') O •. /4r`: REQUIRED FOR ALL O R G WINDOW WIDTHS OVER 44-1/16' r1 C 4' FROM 12/19/2017 EXTRA ANCHOR LUCAS A. TURNER, P.E. LOC. TO FL PE # 58201 NEAREST TURNER ENGINEERING & STANDARD LOC., CONSULTING, INC. COA # 29779) TYP. 1239 JABARA AVE. u u u 6" FROM INSTALLATION PH. 941-380-1574 CORNER, TYP.' ANCHOR AT CLIP, TYP. DWG #: ANCHOR LAYOUT P G W 181 CLIP INSTALLATION SHEET: 2 OF C SUBSTRATE " BY OTHERS SILICONE CAULK - -._ SEE NOTES 14 8 15, SHEET I _ EXTERIOR MIN, EMBED. SEE TABLE I, SHEET I INSTALLATION ANCHOR SEE TABLE I, SHEET I MIN, EDGE DIST. 7t T F SEE TABLE I, SHEET I I 4' MAX. U SHIM SPACE 1 SEE GLAZING DETAILS SHEET 5 INTERIOR g VERTICAL SECTION 3 HEAD BRICKMOULD FRAME - FIN INSTALLATION SEE GLAZING DETAILS SHEET 5 EXTERIOR SILICONE CAULK SEE NOTES 14 B 15, SHEET I SUBSTRATE BY OTHERS FL 16103.1 MIN. EDGE DIST. 1 SEE TABLE I, SHEET I T q VERTICAL SECTION 3 SILL BRICKMOULD FRAME - CLIP INSTALLATION MIN. EDGE DIST. INSTALLATION ANCHOR SEE TABLE I, SHEET I .SEE TABLE I, SHEET I SUBSTRATE BY OTHERS MIN. EMBED. SEE TABLE I, SHEET I SILICONE CAULK s SEE NOTES 14 8& 15, SHEET SEE GLAZING DETAILS SHEET 5 SEE GLAZING DETAILS SHEET 5 II I VERTICAL SECTION 3 MEETING RAIL TYPICAL I MIN. EMBED. SEE TABLE I, SHEET I INSTALLATION ANCHOR SEE TABLE I, SHEET I Ply Gen, I 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT. VA 24151 PH: 540-484-6348 FX: 540-484-6683 a p N I/4' MAX. SHIM SPACE 30p J z z0 zO o SEE w n a GLAZING DETAILS SHEET 5 o w J O J EXTERIOR INTERIOR in w o zo N a a VERTICAL SECTION AW WN W Z o Iwo Zo WF 3 HEAD o F o BEVELED FRAME- FRAME INSTALLATION LJJ oZ a m a u Lj M r W GO I SEE GLAZING DETAILS SHEET 5 co Z uNi p Y Q EXTERIOR INTERIOR 11DOREw p+.. Atee. No 58201 MAX. 13a STATE OF : ZU O.o'...c %, Oo 1/4" MIN. EDGE DIIST. SHIM SPACE P Sq/ TABLESSEEHET 10% G``` SILICONE CAULK X SEE NOTES 14 8, 15, SHEET I 12/19/2017 LUCAS A. TURNER, P.E. FL SUBSTRATE "' TURNERPENGIENGINEERING & BY OTHERS INSTALLATION ANCHOR CONSULTING, INC. TSEE TABLE I, SHEET I ( COA # 29779) 1239 JABARA AVE. , L MIN. EMBED. NORTH PORT, FL 34288 SEE TABLE I, SHEET I PH. 941-380-1574 DWG #: D VERTICAL SECTION PG W 181 3 SILL SHEET: BEVELED FRAME- FIN INSTALLATION 5 of 5 MIN. EDGE DIST. SEE TABLE I, SHEET I SUBSTRATE _ BY OTHERS INSTALLATION ANCHOR SEE TABLE I, SHEET I SILICONE CAULK SEE NOTES 14 & 15, SHEET I MIN. EDGE DIST. SEE TABLE I, SHEET I INSTALLATION ANCHOR SEE TABLE I, SHEET I MIN. EMBED. SEE TABLE I, SHEET 1 I/4" MAX. SHIM SPACE INTERIOR SEE GLAZING DETAILS SHEET 5 I EXTERIOR E HORIZONTAL SECTION 4 JAMB BRICKMOULD FRAME - FRAME INSTALLATION MIN. EMBED. SEE TABLE I, SHEET I 1/4" MAX. SHIM SPACE 5/16" MIN. INTERIOR SEE GLAZING DETAILS SHEET 5 SUBSTRATE I BY OTHERS \ o / EXTERIOR SILICONE CAULK SEE NOTES 14 & 15, SHEET I HORIZONTAL SECTION 4 JAMB BEVELED FRAME - CLIP INSTALLATION FL 16103.1 MIN, EDGE DIST, 1/4" MAX. SEE TABLE I, SHEET I SHIM SPACE® A ' G tl SUBSTRATE WINDOWS BY OTHERS INTERIOR INSTALLATION ANCHOR 433 N, MAIN ST.. PO BOX 559, SEE TABLE I, SHEET I ROCKY MOUNT. VA 2GI51 i — MIN. EMBED. rx: 540 4e a as SEE TABLE I, SHEET I II Q Ogo 0 SEE GLAZING 3 DETAILS SHEET 5 Z o d zo Zo 1. u a EXTERIORCr SILICONE CAULK a N z F HORIZONTAL SECTION SEE NOTES 14 & 15. SHEET I zo o Z a N u 4 JAMB o i N U BRICKMOULD FRAME - FIN INSTALLATION Cow wIn wx o z w w 0 W WJ o F nnQ oZ a u MIN. EMBED. 114" MAX. SEE TABLE I, SHEET I _ u.i SHIM SPACE o o: L U z o N SUBSTRATE INTERIOR BY OTHERS INSTALLATION ANCHOR p`PS POE NSTG'Qy'+. O 4 fi SEE TABLE I, SHEET I F•'• No 58201 1 9STATE OF tuMIN. cEDGE DIST. SEE TABLE 1,SHEET 1 NA •``, 40, SEE GLAZING DETAILS SHEET 5 12/19/2017 LUCAS A. TURNER, P.E. o FL PE # 58201 TURNER ENGINEERING & EXTERIOR CONSULTING, INC. SILICONE CAULK COA # 29779) SEE NOTES 14 & 15, SHEET 1 1239 JABARA AVE. NORTH , FL 4288 H74 ORIZONTALSECTIONH 9POR 1 DING n: 4 JAMB P G W 181 BEVELEDFRAME -FRAME INSTALLATION SHEET: 4 OF 5 Ply GemWINDO. 433 N. MAIN ST., PO BOX 559, RDCXY MOUNT. VA 24151 PH: 540-404-6348 FX: 540-484-6603 7/8" O.A. 711' O•A, INSULATED y INSULATED — ANNEALED o ANNEALED GLASS UNIT o N EXTERIOR J__ LL GLASS UNIT EXTERIOR/ 1 I I 0 112" MIN. TYP. z 112" MIN. TYP. GLASS BITE / INTERIOR INTERIOR GLASS BITE zo 0 TWO-SIDED z a F SILICONE GLAZING TAPE GLAZING DETAIL 2 a yGLAZINGDETAIL1w - J z Z N N w J N z Q F O moN - 1n - rn - u o w u o wwKO F r z w o v3 w00 w G JF 13/16' O.A. z a yl INSULATED ANNEALED w m N m J N EXTERIOR — GLASS UNIT I/2" MIN. TYP. GLASS BITE RINTERIO:• No 58201 •.F COMPRESSION GLAZING TAPE pi•• STATE OF :W GLAZING DETAIL APPLICABLE TO FIXED LITE ONLY J'." fee.. p,.111% FOR SASH SEE GLAZING DETAIL I z 12/ 19/2017 LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. COA # 29779) 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 DWG #: PGW181 FL 16103.1 SHEET: 5 OF 5 PLY GEM WINDOWSSER/ES 1500 INTEGRAL MULLED WINDOW INSTALLATION NOTES: I. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF I/2 INCH (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHI M(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/41NCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5. FOR INSTALLATION INTO WOOD FRAMING USE #8 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55. FL 16103.2 NON -IMPACT) AS TESTED GENERAL NOTES: 1. THE PRODUCTSHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA101/I.S.2/A440-05/08 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. 5, APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS. OVERALL SIZE MAX. DESIGN PRESSURE UNIT TYPE MISSILE IMPACT RATING WIDTH HEIGHT 72-1/2" 60" 50/- 60 PSF TWIN NON -IMPACT 80-1/2' 71-15/16" 50/- 50 PSF 84-1/4" 77-1/8" j +40/- 40 PSF 109" 60" 45/- 65 PSF TRIPLE109-1/16" 74-1/16" 25/-35 PSF 121-I/16' 77-1/16" 45/- 45 PSF NOTE: SEE SHEET 2 FOR ALL QUALIFIED CONFIGURATIONS TABLE OF CONTENTS SHEET SHEET DESCRIPTION I INSTALLATION B GENERAL NOTES 2 ELEVATIONS 3 ANCHOR SCHEDULE 4 VERTICAL SECTIONS 5 HORIZONTAL SECTIONS 6 COMPONENTS, BILL OF MATERIALS, 8 GLAZING DETAILS l PlyGem-I 433 N. MAIN ST., PO BOX 559 ROCKY MOUNT, VA 24151 PH: 540-454-6346 FX: SLO-484-6683 1'ij k [u - k - I nWcnnW nQ DWG #: PGW198 SHEET: I OF L Ply Gem - WINDOWS 433 N. MAIN ST., PO BOX 559 ROCKY MOUNT, VA 24151 PH: 540-484-03L0 IX : S0-404-6H3 w — UNIT MAX, UNIT MAX. a o NWIDTH12116' WIDTH 844" - o r = D.L.O MAX. D.L.O MAX. z_ WIDTH 353° WIDTH 37-' e O 4 0 4 4 J E Zo aN U G G H a vn 5 5 5 z> w w o E F E G F w ZO H UNIT MAX. 5 5 D.L.O. MAX. UNIT MAX. 5 5 5 5; HEIGHT .70. HEIGHT HEIGHT w w o 77 1 ' D. I 77 1 ° D. L.O. MAX. '0' '0' .. 16 72z" 8 HEIGHT uwi. 721. a0a w J N k N A D D — U 4 4 4 TYPICAL ELEVATION TYPICAL ELEVATION TRIPLE UNIT TWIN UNIT NOTE: LU SEE SHEET 3 FOR ANCHOR LAYOUTS 8 H SCHEDULE OF ALL QUALIFIED UNIT SIZE U) UNIT TYPE 4" FROM CORNER, TYP Wo 4' FROM CORNER, TYP. 8' O.C., INSTALLATION rTYP. ANCHOR, TYP. l All TYPICAL ELEVATION FIN INSTALLATION 121-1/16" x 77-1/16" UNIT SERIES 1500 INTEGRAL MULLED WINDOW - ANCHOR SCHEDULE UNIT SIZE UNIT TYPE DESIGN PRESSURE INSTALLATION TYPE & ANCHOR SPACING WIDTH HEIGHT FIN FRAME CLIP HEAD JAMB SILL HEAD JAMB SILL HEAD JAMB SILL 72 1/2" 60" TWIN 50/-60 PSF 8.00" 8.00" 8.00" MIDSPAN MIDSPAN 18.00" 18.00' 16.00" IB.00' 80 1/2" 7115/16" 50/-50 PSF 8.00" 8.00" 8.00" MIDSPAN MIDSPAN 18.00" 18.00' 16.00" 18.00" 84 1/4" 77 1/8" 40/-40 P5F 8.00" 8.00" 8.00" MIDSPAN MIDSPAN 18.OW 18.00" 16.00" 18.00, 109" 60" TRIPLE 45/-65 P5F 8.00" 8.00" 8.00" MIDSPAN MIDSPAN 18.00" 18.00' 16.00" 16.00' 1091/16" 741/16" 25/-35 PSF 8.00" 8.00" 8.00" MIDSPAN FmIDSPAN 18.00' 18.00' 16.00" 18.00' 1211/16" 77 1/16" 45/-45 PSF 8.00" 8.00" 8.00" MIDSPAN MIDSPAN I8.00" 18.00- 16.00" 18.00- I. ANCHOR SPACING LISTED ABOVE IS BASED ON MAXIMUM UNIT SIZE AND PRESSURE LISTED. SPACING 16 OUALlrleu FOR SMALLER UNITS OR UNITS REQUIRING A LOWER PRESSURES. 2. FOR FRAME INSTALLATION, ANCHOR CLIPS ARE REQUIRED AT THE SILL SPACED AS SHOWN IN CHART. 3. ANCHOR METHODS MAY BE INTERMIXED AS LONG AS ANCHOR SPACING, TYPE, ETC. ADHERES TO REQUIREMENTS LAID OUT IN THIS DOCUMENT (I.E. FRAME INSTALL AT HEAD & JAMBS, FIN INSTALL AT SILL) FL 16103.2 53' FROM MIDSPAN, 4 6', TYP--{ TVCORNER, TYP. 54' FROM CORNER, TYP MIDSPAN, TYP. Li Li Li L-i CORNERO1B TYP. TYP. TYPICAL ELEVATION FRAME INSTALLATION 84- 1/4" x 77-1/8" UNIT 6' FROM CORNER, TYP. TYPICAL ELEVATION CLIP INSTALLATION 84- 1/4' x 77-1/8' UNIT INSTALLATION ANCHOR, TYP. JSTALLATION ANCHOR AT CLIP, TYP 6' FROM CORNER, TYP L O. C., YP. F INSTALLATION ANCHOR AT CLIP, TYP. o Ply Gem - WINDOWS433 N. MAIN ST.. PO BOX 559 ROCKY MOUNT. VA 24151 PH: 540-484-6348 FX: 540-484-6603 w - o Q 00 or E z CIDJ w Jo 0 au LC N K LU W 0 N Z U W Z 0 04 Z N o a n E n > Of w w 0 wU 0 I k INij -Z I ij LULU W HQ DWG #: PGW198 SHEET: z OF G CONCRETE/ MASONRY CONCRETE/ MASONRY BY OTHERS 1 1/2' MIN. BY OTHERS EMBEDMENT EDGE MIN. 8 WOOD SCREW CAULK BETWEEN - #8 WOOD SCREW CAULK BETWEEN EDGE DISTANCE INSTALLATION ANCHOR CONCRETE/ MASONRY & 2X ° INSTALLATION ANCHOR CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS WOOD BUCK BY OTHERS . ' a. 2X WOOD BUCK 1 1/2" MIN. 2X WOOD BUCK BY OTHERS EMBEDMENT BY OTHERS ' ' 3/4' MIN. EXTERIOR FINISH EDGE DISTANCE EXTERIOR FINISH .. BY OTHERS BY OTHERS SILICONE SEALANT SILICONE SEALANT BY OTHERS BY OTHERS J"Im 1/4' MAX. SHIM SPACE L 1/4' MAX. SHIM SPACE 0. A. 1 1 3 D.A. UNIT 1 1 UNIT 3 HEIGHT ` SEE GLAZING HEIGHT SEE GLAZING DETAILS SHEET 6 i DETAILS SHEET 6 EXTERIOR INTERIOR EXTERIOR INTERIOR g VERTICAL SECTION 4 HEAD - STEEL STUD BRICKMOULD FRAME- FIN INSTALLATION SEE GLAZING DETAILS SHEET 6 EXTERIOR INTERIOR O.A. / UNIT HEIGHT 3 I 5 MAX. 1/4" SHIM Z SHIM SPACE Q 0000 SILICONE SEALANT BY OTHERS 1 1/2' MIN. EXTERIOR FINISH EMBEDMENT BY OTHERS 2X WOOD BUCK BY OTHERS CAULK BETWEEN- ICRETE/ MASONRY & 2X a .' 8 WOOD SCREW WOOD BUCK BY OTHERS 3/4' MIN. INSTALLATION ANCHOR CONCRETE/ MASONRY J EDGE DISTANCE BY OTHERS A VERTICAL SECTION I SILL - MASONRY/CONCRETE FL 16103.2 BRICKMOULD FRAME - CLIP INSTALLATION C VERTICAL SECTION 4 HEAD - STEEL STUD BEVELED FRAME - FRAME INSTALLATION SEE GLAZING DETAILS SHEET 6 EXTERIOR O.A. UNIT 3 HEIGHT 20 I INTERIOR SILICONE SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS 2X WOOD BUCK BY OTHERS CAULK BETWEEN I Ge CONCRETE/ MASONRY & 2X I/2" MIN.' WOOD BUCK BY OTHERS EMBEDMENT CONCRETE/ MASONRY BY OTHERS p VERTICAL SECTION 4 SILL - STEEL STUD BEVELED FRAME- FIN INSTALLATION 1/4' MAX. SHIM SPACE 3/4" MIN. EDGE DISTANCE Ply Gem° 433 N. MAIN IT.. PO BOX "I ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 ui 0 or F oZ m J 0wJJ ZFZo_ J vuw UWJUrnt- a w z r o zo F 2 n aCt w w 0 Of w N Q loalL) I U) 0WH- NWF- NQ i 8 WOOD SCREW INSTALLATION ANCHOR DWG #: PGW198 SHEET: 4 OF G 1 1/2' MIN. EMBEDMENT 8 WOOD SCREW I/4' MAX. INSTALLATION ANCHOR SHIM SPACE INTERIOR 3/4" MIN. EDGE DISTANCE. ° O SEE GLAZING DETAILS SHEET 6 CONCRETE/ MASONRY _jam a BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY & 2X 1 WOOD BUCK BY OTHERS 2X WOOD BUCK °: o BY OTHERS EXTERIOR FINISH EXTERIOR BY OTHERS I 0. A. SILICONE SEALANT UNIT - WIDTH BY OTHERS E HORIZONTAL SECTION 5 JAMB - MASONRY/CONCRETE BRICKMOULD FRAME - FRAME INSTALLATION 1 1/2" MIN. 8 WOOD SCREW EMBEDMENT INSTALLATION ANCHOR I 1/4" MAX. SHIM SPACE 3/4' MIN. EDGE DISTANCE v CONCRETE/ MASONRY_;--', BY OTHERS CAULK BETWEEN ° CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS 2X WOOD BUCK ' BY OTHERS v EXTERIOR FINISH ' INTERIOR D SEE GLAZING DETAILS SHEET f o BY OTHERS SEE EXTERIOR DETAILS SILICONE SEALANT 2 O.A. BY OTHERS UNIT - WIDTH G HORIZONTAL SECTION JAMB - MASONRY/CONCRETE FL 1610 3. 2 BEVELED FRAME- CLIP INSTALLATION 8 WOOD SCREW INSTALLATION ANCHOR 3/4' EDGE CONCRETE/ MASONRY DISTANCE BY OTHERS INTERIOR CAULK BETWEEN CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS SEE GLAZING DETAILS SHEET 6 1 1/2" MIN. v -EMBEDMENT v ZX WOOD BUCK BY OTHERS EXTERIOR FINISH f BY OTHERS EXTERIOR SILICONE SEALANT I BY OTHERS O.A. UNIT WIDTH F HORIZONTAL SECTION 5 JAMB - STEEL STUD BRICKMOULD FRAME - FIN INSTALLATION INTERIOR H HORIZONTAL SECTION 5 INTEGRAL MULLION TYPICAL GLAZING AILS SHEET 6 1 Ply Gem - WINDOWS 433 N. MAIN ST.. PC BOX 559 ROCKY MOUNT, VA 24151 PH: 540-404-6340 FX: 540-404-6603 Iwo ki I I I co I 1ad INZ n UJI- n wF- Q DWG #: PGW198 SHEET: 5 OF L BILL OF MATERIALS ITEM NO. PART NO. DESCRIPTION MATERIAL MANUFACTURER/NOTES I BRICKMOULD FRAME PVC PLY GEM WINDOWS 2 BEVELED FRAME PVC PLY GEM WINDOWS 3 GLAZING BEAD PVC PLY GEM WINDOWS 4 FRAME COVER PVC PLY GEM WINDOWS 5 BRICKMOULD ANCHOR CLIP PVC PLY GEM WINDOWS 6 BEVELED ANCHOR CLIP PVC PLY GEM WINDOWS 7 BRICKMOULD SILL PVC PLY GEM WINDOWS 8 BEVELED SILL PVC PLY GEM WINDOWS 9 INTEGRAL MULLION PVC PLY GEM WINDOWS 10 MULLION REINFORCEMENT STEEL PLY GEM WINDOWS 11 FIXED SILL PVC PLY GEM WINDOWS OBRICKMOULD ANCHOR CLIP BEVELED ANCHOR CLIP PVC 6 PVC 3.135' 0.282" 0.06 0.282' -' 0.065. MULLION REINFORCEMENT FIXED SILL 10 STEEL IS PVC 0.064- T73' I FL 16103.2 OBRICKMOULD FRAME PVC 3.53' 3.687" 0.065 TYP.. OGLAZING BEAD PVC 0.72 OBRICKMOULD SILL O BEVELED SILL PVC PVC 3.53"- 3.402 -1 " —I 3.435' 3. 56" 0.065' 0.065" TYP. TYP. NOTE: USE OF EITHER BRICKMOULD OR BEVELED FRAME TYPES IS QUALIFIED UNDER THIS APPROVAL TO THE SIZES AND PERFORMANCE LIMITS LISTED HEREIN. 1.05 Ind- 3.2266.' T'-- 0.06' L 7/8' O.A. INSULATED ANNEALED EXTERIOR — GLASS UNIT 1-41 1/2' MIN. TYP. / INTERIOR GLASS BITE DOW 995 SILICONE GLAZING DETAIL 1 FOR USE IN ANY LITE FIXED OR SASH) OBEVELED FRAME PVC 1 3.402" 3.812' 0.065' TYP. COVEROFRAMEPVC 2.P06- 0.06 O INT PVC EGRAL MULLION 7/8' O.A. INSULATED ANNEALED EXTERIOR - GLASS UNIT 1/2- MIN. TYP. _j l -7 INTERIOR GLASS BITE COMPRESSION GLAZING TAPE GLAZING DETAIL 2 FOR USE IN SINGLE HUNG FIXED LITES ONLY f® Ply Gem® WINDOWS 433 N. MAIN ST., PO BOX 559 ROCKY MOUNT. VA 24151 PH: 540-484-6348 FX: 540-484-6683 VNloalDO CIO u 1` Nz I inw WH a DWG #: PGW198 SHEET: L OF G 2/14/2018 Florida Building Code Online 7' BCIS Home I Log In Ti User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications FBC Staff ( BCIS Site Map I Links Search i Florida O'ND Product Approval USER: Public Userd,Dprl Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2017 FL# 16104 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL FL# Type Manufacturer Validated By. Status FL16104-R4 Revision Ply Gem Windows National Accreditation & Management Institute Approved History Category: Windows 804) 684-5124 Subcategory: Fixed APProvea uy uorm. mppiuva uy uurn oumi ., .. ., a.. ."..., ...,,., ............,-. _.. ....------'" Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility. Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department.with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: a ® EClrect Credit Card Safe https://floridabuilding.org/pr/pr_app_ist.aspx 1/1 2/14/2018 Florida Building Code Online 44 BCIS Home I Log In I User Registration I Hot Topics i Submit Surcharge I Stats & Facts ( Publications I FBC Staff I BCIS Site Map i Links i Search I Florida r!41 Product Approval r USER: Public User C4:SCrilifrC'.IU] Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL16104-R4 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Ply Gem Windows Address/Phone/Email 433 N. Main St. Rocky Mount, VA 24151 614)532-3596 luanne.harris@plygem.com Authorized Signature Luanne Harris luanne.harris@plygem.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2009 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/20/2017 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYf4ngAXh10wfMlaS%2bmis69%2bu%2b9HkgEWvjtUoll4FU%2fw%3d%3d 1/3 2/14/2018 Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online 12/21/2017 12/27/2017 FL # Model, Number or Name Description 16104.1 Ply Gem 1500 Fixed Window, Non -Impact (Alt. Substrates) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16104_14_C_CAC_NI011337.02-R2.pdf Approved for use outside HVHZ: Yes FL16104_R4_C_CAC_NI011337.03-Rl.pdf Impact Resistant: No FL16104_R4_C_CAC_NI011337-R1.pdf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: Refer to installation detail for sizes, configurations and 11/30/2022 ratings. Installation Instructions FL16104_R4_II_PGW177-B.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL16104_R4_AE_EvalReport-PGW177-B.pdf Created by Independent Third Party: Yes 16104.2 Ply Gem 1500 Fixed Window, Non -Impact (As Tested) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16104_R4_C_CAC NI011337.02-R2.pdf Approved for use outside HVHZ: Yes FL16104_R4_C_CAC_NI011337.03-Rl.pdf Impact Resistant: No FL16104_R4_C_CAC_NI011337-R1.pdf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: Refer to installation detail for sizes, configurations and 11/30/2022 ratings. Installation Instructions FL16104_R_4_II PGW178 AS TESTED.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 16104.3 Ply Gem 1500 Fixed Window, Impact (Alt. Substrates) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16104_R4_C_CAC_NI011337.04-R2.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 11/30/2022 Design Pressure: N/A Installation Instructions Other: Refer to installation detail for sizes, configurations and FL16104_R4_II_PGW179-B. -j f ratings. Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL16104_R4_AE_Eva] Report-PGW179-B.pdf Created by Independent Third Party: Yes 16104.4 Ply Gem 1500 Fixed Window, Impact (As Tested) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16104_R4_C_CAC_NI011337.04-R2.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 11/30/2022 Design Pressure: N/A Installation Instructions Other: Refer to installation detail for sizes, configurations and FL16104_R4_II_PGW180 AS TESTED.pdf ratings. Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copy Light 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 Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they haveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 99 https://floddabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvyf4ngAXhlOwfMlaS%2bmis69%2bu%2b9HkgEWvjtUoll4FU°/o2fw%3d%3d 2/3 2/14/2018 Florida Building Code Online Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhlOwfMIaS%2bmis69%2bu%2b9HkgEWvjtUoll4FU°/`2fw%3d%3d 3/3 PLY GEM WINDOWS SERIES 1500 FIXED WINDOW (NON -IMPACT) NOTES: I. THIS INSTALLATION HAS BEEN EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE OUTSIDE THE HVHZ, AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES DO NOT EXCEED THE DESIGN PRESSURE RATINGS HEREIN. 2. WHEN USED IN AREAS REQUIRING IMPACT PROTECTION, THIS PRODUCT REQUIRES THE USE OF APPROVED IMPACT PROTECTIVE DEVICES (SHUTTERS). 3. ANCHOR TYPE, SIZE, SPACING, EMBEDMENT, AND EDGE DISTANCE SHALL BE AS SPECIFIED IN THESE DRAWINGS. USE APPROPRIATE ANCHORAGE FROM TABLE I ACCORDING TO SUBSTRATE TYPE. A MINIMUM CENTER -TO -CENTER SPACING OF 3" SHALL BE MAINTAINED BETWEEN ALL INSTALLATION FASTENERS IN ANY DIRECTION. 4. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR MASONRY OPENINGS WITH WOOD BUCKS LESS THAN 1-1/2" THICK, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, AND INTO MASONRY SUBSTRATE. WOOD BUCKS WITH MASONRY ARE OPTIONAL. 5. WOOD, METAL, OR MASONRY OPENINGS, BUCKS, AND BUCK FASTENERS, BY OTHERS, SHALL BE PROPERLY DESIGNED AND INSTALLED BY OTHERS TO TRANSFER SUPERIMPOSED LOADS TO THE STRUCTURE. ADEQUACY OF THE STRUCTURE TO RECEIVED THESE LOADS SHALL BE VERIFIED BY THE CONTRACTOR OR AUTHORITY HAVING JURISDICTION (AHJ). 6. IT IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD OR AS APPROVED BY THE AHJ TO SELECT PLY GEM PRODUCTS TO MEET ALL APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES, OR OTHER SAFETY REQUIREMENTS FOR EACH INSTALLATION, 7. SHIMS ARE REQUIRED WHERE GAPS OF GREATER THAN 1/16" EXIST BETWEEN OPENING AND FRAME. MAX. SHIM STACK IS 1/4". SHIMS SHALL BE LOAD -BEARING AND CAPABLE OF TRANSFERRING LOADS TO THE SUBSTRATE. 8. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER INFILTRATION RESISTANCE OF THE INSTALLED PRODUCT SHALL BE THE RESPONSIBILITY OF OTHERS USING ASTM E 2112 AND IS NOT ADDRESSED BY THIS DOCUMENT. 9. INSTALLED GLAZING SHALL COMPLY WITH ASTM E 1300. 10. ALL FASTENERS PENETRATING INTO PRESSURE TREATED WOOD SHALL BE CAPABLE OF PREVENTING CORROSION DUE TO REACTION WITH PRESSURE TREATMENT CHEMICALS. ANY DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE PROTECTED TO PREVENT REACTIONS IN ACCORDANCE WITH CODE REQUIREMENTS. 11. A WIND LOAD DURATION FACTOR CD = 1.6 WAS USED FOR THE ANALYSIS OF WOOD SCREWS ONLY. 12. PRODUCTS SHALL BE CONSTRUCTED AS SPECIFIED IN TEST REPORTS NATIONAL CERTIFIED TESTING LABORATORIES 110-15589/90/92/95-1 13. DESIGNATION "0" IS FOR FIXED PANEL. 14. USE 100% PURE SILICONE CAULK COMPLIANT WITH AAMA 800 SECTION I - SEALANT SPECIFICATIONS FOR USE WITH ARCHITECTURAL FENESTRATION PRODUCTS. 15. USE A BACKER ROD ON ALL JOINTS >3/4" DEEP AND/OR WIDER THAN I/4". FINISHED CAULK JOINT SHOULD BE A MINIMUM OF 3/8" DEEP. FL 16104.1 SIZE CHART OVERALL SIZE REQUIRED GLASS TYPE MAX. O.C. SPACING. FRAME OR CLIP ANCHORS MAX. DESIGN PRESSURE MISSILE IMPACTRATING WIDTH HEIGHT 48-1/8' 96' ANNEALED 14-1/2' 55/- 55 PSF NON -IMPACT72' 96' TEMPERED 12' 40/- 45 PSF 120-1/16' 56' TEMPERED 13-1/2' 45/- 50 PSF TABLE OF CONTENTS SHEET SHEET DESCRIPTION I INSTALLATION 8 GENERAL NOTES 2 ELEVATIONS 3 ANCHOR SCHEDULE 4 VERTICAL SECTIONS a GLAZING DETAIL 5 HORIZONTAL SECTIONS TABLE I: INSTALLATION FASTENERS TABLE Lucas Turner 2017-12-20 03:37+19:00 ID SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED. MIN EDGE DISTANCE FIN INSTALLATION A 2X MIN. SPRUCE -PINE -FIR WOOD 8 WOOD SCREW 1-1/2" 7/16" G=0.42) 16 GAUGE (0.060") STEEL 36 KSI MIN. 10-16 SELF -DRILLING SCREW FULL, PLUS 3 7/16" B OR 1/8" ALUM. 6063-T5 MIN. TEKS/DRIL-FLEX/KWIK-FLEX THREADS MIN. FRAME OR CLIP INSTALLATION c CONCRETE (2 KSI MIN.) 3/16" ITW TAPCON 1-112" 1-1/8" D HOLLOW OR GROUT -FILLED CMU 3/16' ITW TAPCON 1' 2" 117 PCF MIN.) E 2X MIN. SOUTHERN PINE WOOD 3/16" ITW TAPCON 1-3/8" 718" G=0.55) F 2X MIN. SOUTHERN PINE WOOD 10 WOOD SCREW 1-318" 7/8' G=0.55) 16 GAUGE 060") STEEL 36 KSI MIN. 10-16 SELF -DRILLING SCREW FULL, PLUS 3 G OR I/8' ALUM. 6063-T5 MIN. U TEKS/DRIL-FLEX/KWIK-FLEX THREADS MIN. NOTE: ALL SCREWS AND TAPCONS SHALL HAVE MOD. TRUSS, PAN, OR HEX WASHER HEAD, 0.42" MIN. HEAD OR WASHER DIAMETER FOR FIN ANCHORS, 0.355" MIN. HEAD OR WASHER DIAMETER FOR FRAME ANCHORS. m Ply Gem - WINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 O o w zz a o F z Z o 3 z a O o a W - U W K J O U a w z m o O w m N Z N O w z w 12 o Oz oow w o w F o w m a J F OZ Q m N Y m Q Z a I': I- 0'PAOREW am Z o _ Z amu z o U w VpO•: .......... No 58201 : 9 9'A ; crE STATE OF :1;+ SSf NA- zz 12/19/2017 LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. COA # 29779) 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 PGW177 SHEET: I OF / UNIT MAX. WIDTH ffl Ply Gem, WINDOWS SEE SIZE CHART, SHEET 1 _ g 4" FROM y g_I/p" 433 N. MAIN p0 BOX 559, 1 3 3 CORNER, TYP. II" TYP. 4" FROM ROCKY MOUNT, VA 24151 J CORNER, TYP. PH: 540-484-6348 FX: 540-484-6683 w //l w uxi G FPG E FP o _ G m J JFN8-I/2" D.C., z TYP. w wll 0T z o o z A D INSTALLATION 3 i N 3 3 ANCHOR LAYOUT ANCHOR, TYP. o Q W J TYPICAL ELEVATION FIN INSTALLATION o o a Z m o WN = MAX. D.C.,Lij i( MAX. O.C., SEE CHART, I 6" FROM -M a 6" FROM SEE CHART, 6' FROM SHEET I CORNER, TYP. Z QCORNER, TYP. SHEET ICORNER, TYP. N Y Y w— Q m J (n N 3 7 = U Z o u N nOu 110 1. MAX. O.C.,+VPc'`X OE MAX. O.C., SEE CHART, No 58201 SEE CHART, SHEET I SHEET] folINSTALLATIONJ %0:, STATE OF ANCHOi Li R, TYP. 6" FROM CORNER, TYP. ANCHORANCHOLAYOUT y ANCHORLAYOUTCLIPINSTALLATIONINSTALLATIONANCHORATCLIP, TYP. y FRAME INSTALLATION 12/ 99/2017 LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & W)" I CONSULTING, INC. T COA # 29779) 1239 JABARA AVE. NOTE: NORTH PORT, FL 342BB NOTE: 1 1 ( W) --I PH. 941-380-1574 WINDOW WIDTH (W) AND HEIGHT (H) I USE OF EITHER QUALIFIED D OR BEVELED H) ARE INTERCHANGEABLE FOR ALL FRAME TYPES IS QUALIFIED UNDER THIS APPROVAL TO THE SIZES AND DWG #: SIZES SHOWN HEREIN NOT TO EXCEED (H) PERFORMANCE LIMITS LISTED HEREIN. PG W I7 % MAXIMUMTESTEDSQUAREFOOTAREA. FL 16104.1 T SHEET: 2 OF 4 MIN. EMBED. INSTALLATION ANCHOR Ply Gem - SEE TABLE I, SHEET I MIN. EDGE DIST. SEE TABLE I, SHEET I SEE TABLE I, SHEET I WINDOWS I SUBSTRATE INSTALLATION ANCHOR• BY OTHERS SEE TABLE I, SHEET I 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 SUBSTRATE BY OTHERS MIN. EMBED. PH: 5L0-4B4-63LB SEE TABLE 1, SHEET I FX: 5L0-L84-6683 w oPERIMETERMIN. EDGE DIST. PERIMETER SILICONE CAULK SILICONE CAULK SEE TABLE I, SHEET 1 SEE NOTES 14 B 15, SHEET I C 0 SEE NOTES 14 & 15, o SHEET I nU MAX. . 1/4' MAX. m J J SHIMSHIM SPACE SHIM SPACEa z a o o om vz z o a oSEEGLAZINGSEEGLAZING DETAIL SHEET 4 DETAIL SHEET 4 0 u O.A. INSULATED EXTERIOR INTERIOR GLASS UNITGLASS EXTERIOR INTERIOR Em a u mLL a fn TEMPERED OR GLASS,N o O z m EXTERIOR ANNEALED SEE SHEET I) N w o n z g VERTICAL SECTION C VERTICAL SECTION OfwOf W w HEA33 Q BRICKMOULD FRAME DFIN INSTALLATION BEVELED FRAME - FRAME INSTALLATION L N a 1/2" MIN. TYP. INTERIOR I z a mGLASSBITE / DOW 1199 SEE GLAZING SILICONE GLAZING DETAIL SEE GLAZING DETAIL SHEET 4 I- a0 _ Z Y a Z DETAIL SHEET 4 o N EXTERIOR INTERIOR NOTE: SEE SHEET I FOR R EXTERIOR INTERIOR GLASS TYPE BASEDEONIREDUNIT 4 oREw "o+ 1 1 SIZE. 1 PO zJ '• tr + i 9No58201 S 5/16' MIN. 1/4" MAX. 1/4' MAX. SHIM SPACE 130 OA•: tkIC O SHIM SPACE STATE e S"• OR 10.•jN` s/ONM-S"NPERIMETER12 SILICONE CAULK I SEE NOTES 14 & IS. PERIMETER SILICONE CAULK SHEET I . . . . . . SEE NOTES 14 & 15, SHEET 1 12/19/2017 MIN. EMBED. LUCAS A. TURNER, P.E. SEE TABLE I, SHEET I MIN. EDGE DIST. FL PE 58201 SUBSTRATE T RNER ENGINEERING & BY OTHERS INSTALLATION ANCHOR SEE TABLE I, MIN. EDGE DIST. SHEET I SEE TABLE I, SHEET I A VERTICAL SECTION FL 16104.1 3 SILL BRICKMOULD FRAME- CLIP INSTALLATION SUBSTRATE SEE TABLE I, SHEET I U CONSULTING, INC. BY OTHERS COA # 29779) y 1239 JABARA AVE. NORTH PORT, FL 34288 INSTALLATION ANCHOR MIN. EMBED. PH. 941-380-1574 SEE TABLE I, SHEET I SEE TABLE I, SHEET I DWG #: rD-- VERTICAL SECTION P G W 1 7 7 SILL3 BEVELED FRAME- FIN INSTALLATION SHEET: Z OF / MIN. EMBED. SEE TABLE I, SHEET 1 1/4' MAX. SHIM SPACE INTERIOR MIN. EDGE DIST. SEE TABLE 1, SHEET I SEE GLAZING SEE GLAZING DETAIL SHEET 4 DETAIL SHEET 4 INSTALLATION ANCHOR SEE TABLE I, SHEET I EXTERIOR PERIMETER E CAULK SECTIONSEENOTES14LICO& 15, SHEET I E HORIZONTAL 4 JAMB BRICKMOULD FRAME - FRAME INSTALLATION MIN. EMBED. SEE TABLE I, SHEET I I/4" MAX. J SHIM SPACE MIN. EDGE DIST. SEE TABLE I, SHEET I INTERIOR 5/16' MIN. t_J SEE GLAZING SUBSTRATE DETAIL SHEET 4 BY OTHERS INSTALLATION ANCHOR SEE TABLE I, SHEET I o EXTERIOR PERIMETER SILICONE CAULK SEE NOTES 14 & 15. SHEET I G HORIZONTAL SECTION 4 JAMB BEVELED FRAME - CLIP INSTALLATION FL 16104.1 MIN. EDGE DIST. 1/4' MAX. y I SEE TABLE I, SHEET I SHIM SPACE SUBSTRATE BY OTHERS INTERIOR INSTALLATION ANCHOR SEE TABLE I, SHEET I MIN. EMBED. SEE TABLE I, SHEET I EXTERIOR PERIMETER SILICONE CAULK SEE NOTES 14 & 15, SHEET I F HORIZONTAL SECTION 4 JAMB BRICKMOULD FRAME- FIN INSTALLATION MIN. EMBED. SEE TABLE I, SHEET 1 1/4" MAX. SHIM SPACE -' SUBSTRATE BY OTHERS INTERIOR INSTALLATION ANCHOR SEE TABLE I, SHEET I SEE GLAZING DETAIL SHEET 4 MIN. EDGE DIST. SEE TABLE I, SHEET I EXTERIOR PERIMETER SILICONE CAULK SEE NOTES 14 & 15. SHEET I H HORIZONTAL SECTION 4 JAMB BEVELED FRAME - FRAME INSTALLATION Ply GeWINDm 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-66U w ^— Q o p oN o — o o o Z z u L o uN u > - w w wzwmo Z u a zmF0 o o w o3 s c2 > o w F wHow G p z w o w o p w a J to a HzN > > LLl Q N Z a Y Q H ZPNOEE ` SFr(•Rti''• No 58201 49 STATE OF :•1UC tx 12/ 19/2017 LUCAS A. TURNER, P.E. FL PE W 58201 TURNER ENGINEERING & CONSULTING, INC. COA # 29779) 1239 JABARA AVE. NORTH PORT, FL 342BB PH, 941-380-1574 DWG #: PGW177 SHEET: / OF / PLY GEM WINDOWS SERIES 1500 FIXED WINDOW (NON -IMPACT) AS TESTED INSTALLATION NOTES: I. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF t1/2 INCH (I.E.. WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHI M(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH, SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5. FOR INSTALLATION INTO WOOD FRAMING USE #8 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. S. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55. FL 16104.2 GENERAL NOTES: I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZ. 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING. AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 4 FOR GLAZING DETAIL. OVERALL SIZE REQUIRED GLASS TYPE MAX. DESIGN PRESSURE MISSILE IMPACT RATING WIDTH HEIGHT 48-1/8" 96" ANNEALED 55/- 55 PSF NON -IMPACT72" 96" TEMPERED 40/- 45 PSF 120-1/16" 56' TEMPERED 45/- 50 PSF TABLE OF CONTENTS SHEET DESCRIPTION INSTALLATION INGENERAL NOTESPELEVATIONS ANCHOR LAYOUTS VERTICAL SECTIONS & GLAZING DETAIL HORIZONTAL SECTIONS Ply Gem- 1WINDOWS 433 N. MAIN ST., PO BOX 559 IROCKYMOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 L r r F m Q m J N 0 U N 0wL0 N DWG #: PGW178 SHEET: I OF C f® Ply Gem® WINDOWS 433 N. MAIN ST.. PO BOX 559 ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 W lz-. P Q O UNIT MAX. WIDTH 72' mmUNITMAX. D.L.0 MAX. WIDTH 671' 4 4 oz o X O U W W UNIT MAX. o J z m HEIGHT 12 w o z ~ 96' G H to N o L 5 5 w O UNITE F N w w HE 5 '0' 5 xF a w od D.L.O. MAX. HEIGHTAllzQm 91Z mLj in A D < N N z 4 4 u TYPICAL ELEVATION 12O-I/16' X 56' UNIT A D 4 4 TYPICAL ELEVATION 72' x 96' UNIT 0 ww a DWG #: PGW178 FL 16104.2 SHEET: 2 OF 5 WIDTH 12016' D.L.O MAX. WIDTH 11516 4 4 G 53. FROM CORNER, TYP. 21" OT C., TYP. f W) -t- - H—)— ( W) — -1 H) NOTE: WINDOW WIDTH (W) AND HEIGHT H) ARE INTERCHANGEABLE FOR ALL SIZES SHOWN HEREIN NOT TO EXCEE MAXIMUM TESTED SQUARE FOOT ARE 4' FROM 7' O.C., CORNER,TYP. -•- `—` IB" O.C., TYP. ANCHOR LAYOUT FRAME INSTALLATION 120-1/16' x 56' UNIT NOTE: USE OF EITHER BRICKMOULD OR BEVELED FRAME TYPES IS QUALIFIED UNDER THIS APPROVAL TO THE SIZES AND PERFORMANCE LIMITS LISTED HEREIN. Hiv%.nvn u-% i vv i FIN INSTALLATION 120-1/16" x 56" UNIT 54' FROM CORNER, TYP. INSTALLATION ANCHOR, TYP. 6" FROM CORNER, TYP. 4" FROM - Ply Gem - CORNER, TYP. WINDOWS 433 N. MAIN ST.. PC BOX 559 ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 W d 7' O.C., Q o 0 TYP. LLATI ON ANCHOR, TYP. IB' O.C., 6' FROM TYP. CORNER, TYP rl 0" W N m m JL j ja 16" O.C., o 3 = N X TYP. lu ANCHOR LAYOUT CLIP INSTALLATION INSTALLATION 120-1/16' x 56' UNIT ANCHOR AT CLIP, TYP. SERIES 1500 FIXED WINDOW - ANCHOR SCHEDULE UNIT SIZE DESIGN PRESSURE INSTALLATION TYPE & ANCHOR SPACING WIDTH HEIGHT FIN FRAME CLIP TEAD IAMB I SILL HEAD JAMB SILL HEAD JAMB SILL 48-1/8' 96" 55 PSF 7.00" 7.00' 1 7.00' 18.00' 21.00' NONE 18.00' 16.00' 18.00" 72" 96" 40 / -45 PSF 7.00' 7.00" 7.00" 18.00' 21.00" 18.00" 18.00" 16,00" 18.00" 120-1/16' 56' 45 /-50 PSF 7.00' 7.00" 7.00" 18.00' 21.00' 18.00'' 18.00' 16.00' 18.00" 0wrN NQ 1. ANCHOR SPACING LISTED ABOVE IS BASED ON MAXIMUM UNIT SIZE AND PRESSURE LISTED. SPACING IS QUALIFIED FOR SMALLER UNITS OR UNITS REQUIRING A LOWER PRESSURES. 2. FOR FRAME INSTALLATION NO ANCHORS ARE REQUIRED AT THE SILL FOR UNITS 48-1/8" WIDE OR LESS. FOR UNITS DWG #: EXCEEDING 48-1/8" IN WIDTH ANCHORS ARE REQUIRED AT THE SILL. P G W 17 83. ANCHOR METHODS MAY BE INTERMIXED AS LONG AS ANCHOR SPACING, TYPE, ETC. ADHERES TO REQUIREMENTS LAID OUT IN THIS DOCUMENT (I.E. FRAME INSTALL AT HEAD & JAMBS, FIN INSTALL AT SILL) 4. SEE SHEET I FOR REQUIRED GLASS TYPE PER UNIT SIZE. SHEET: 3 OF 5 CONCRETE/ MASONRY BY OTHERS 1 1/2' MIN. EMBEDMENT CAULK BETWEEN ° #8 WOOD SCREW CONCRETE/ MASONRY & 2X ° INSTALLATION ANCHOR WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS .... 3/4" MIN. EXTERIOR FINISH ' ' ' ' EDGE DISTANCE BY OTHERS ' SILICONE SEALANT BY OTHERS MAX. SHIM SPACE O.A. / UNIT HEIGHT \ /SEE GLAZING DETAIL SHEET 4 O.A. UNIT HEIGHT CONCRETE/ MASONRY BY OTHERS 3/4" MIN. 8 WOOD SCREW CAULK BETWEEN EDGE DISTANCE INSTALLATION CONCRETE/ MASONRY & 2X ANCHOR WOOD BUCK BY OTHERS 2X WOOD BUCK a, 1 1/2" MIN. BY OTHERS EMBEDMENT EXTERIOR FINISH BY OTHERS " SILICONE SEALANT - BY OTHERS MAX. SHIM SPACE EXTERIOR INTERIOR 7/8" O.A. INSULATED GLASS UNIT TEMPERED OR EXTERIOR — ANNEALED GLASS) g VERTICAL SECTION 4 HEAD-2X WOOD BUCK BRICKMOULD FRAME- FIN INSTALLATION - 1/2" MIN. TYP. INTERIOR GLASS BITE _ / n DOW 995 V SEE GLAZING DETAIL SHEET 4 EXTERIOR — INTERIOR 1 SILICONE SEALANT _ . BY OTHERS EXTERIOR FINISH BY OTHERS O.A. UNIT \ HEIGHT ~ SEE GLAZING DETAIL SHEET 4 EXTERIOR INTERIOR C VERTICAL SECTION 4 HEAD-2X WOOD BUCK BEVELED FRAME - FRAME INSTALLATION SILICONE GLAZING DETAIL V SEE GLAZING DETAIL SHEET 4 NOTE: SEE SHEET I FOR REQUIRED EXTERIOR — INTERIOR GLASS TYPE BASED ON UNIT / O.A. I SIZE. UNIT 1 1/4" MAX: SHIM SPACE 1 1/2' MIN. EMBEDMENT 2X WOOD BUCK ---- BY OTHERS - CAULK BETWEEN CONCRETE/ MASONRY & 2X #8 WOOD SCREW WOOD BUCK BY OTHERS 3/4' MIN. INSTALLATION ANCHOR CONCRETE/ MASONRY EDGE DISTANCE BY OTHERS q VERTICAL SECTION FL 16104.2 4 SILL-2X WOOD BUCK BRICKMOULD FRAME - CLIP INSTALLATION Ply Gem - WINDOWS 433 N. MAIN ST., PO BOX 559 ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 w Z N S J NQ z O o N X uuwi NW O U 0 z U LLL n O w N z N 0 F w aF HEIGHT \ 1/4" MAX. SHIM SPACE 3/4' MIN. EDGE DIST SILICONE SEALANT BY OTHERSr'!J4S". EXTERIOR FINISH BY OTHERS 2X WOOD BUCK #8 WOOD SCREW BY OTHERS• CAULK BETWEEN a•° a' INSTALLATION a; " ANCHOR CONCRETE/ MASONRY & 2X 'd n WOOD BUCK BY OTHERS 1/2' MIN. CONCRETE/ MASONRY _/ EMBEDMENT BY OTHERS p VERTICAL SECTION 4 SILL-2X WOOD BUCK BEVELED FRAME- FIN INSTALLATION k < 1; IjNZ PGW178 SHEET: 4 OF 5 i I/2' MIN. 3/4" MIN. #B WOOD SCREW EMBEDMENT EDGE DISTANCE INSTALLATION ANCHOR CBWOODSCREW1/4' MAX, 1/4' MAX. , CONCRETE/ MASONRY =9' ; N p 9 oWsINSTALLATIONANCHORSHIMSPACESHIMSPACEBYOTHERS INTERIOR INTERIOR CAULK BETWEEN 433 N. MAIN ST., PO BOX 559 CONCRETE/ MASONRY & 2X ROCKY MOUNT, VA 24151 WOOD BUCK BY OTHERS PH: 540-484-6348 3/4" MIN. FX: 540-484-6683 EDGE DISTANCE Q I SEE GLAZING SEE GLAZING s <' `O ^_ a DETAIL SHEET 4 DETAIL SHEET 4 • 1 1/2' MIN. a rn Po o a "EMBEDMENT a0 o CONCRETE/ MASONRY , _ _' c _ BY OTHERS O m CAULK BETWEEN i \ I \ a CONCRETE/ MASONRY & 2X 2X WOOD BUCK WOOD BUCK BY OTHERS < . BY OTHERS 3 z 2X WOOD BUCK o / \ = EXTERIOR FINISH o z N BY OTHERS f —BY OTHERS N ~ EXTERIOR FINISH EXTERIOR EXTERIOR o BY OTHERS SILICONE SEALANT Lux z N wBYOTHERSowOf O.A. O.A. N U SILICONE SEALANT UNIT UNIT o o WIDTH _ z WIDTH ~ BY OTHERS w > o E HORIZONTAL SECTION F HORIZONTAL SECTION W LU w w 5 JAMB-2X WOOD BUCK JAMB-2X WOOD BUCK u7 o BRICKMOULD FRAME - FRAME INSTALLATION BRICKMOULD FRAME- FIN INSTALLATION a d wI I I1/2, MIN. 11/2" MIN. H C m 8 WOOD SCREW EMBEDMENT EMBEDMENT - F INSTALLATION ANCHOR 1/4" MAX. IN WOOD SCREW SHIM SPACE I/4" MAX. INSTALLATION ANCHOR F `= k a m - cn SHIM SPACE CONCRETE/ MASONRY Z BY OTHERS — N 3/4".MIN. EDGE DISTANCE CAULK BETWEEN INTERIOR INTERIOR CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS 2X WOOD BUCK 0 0a .. BY OTHERS SEE GLAZING SEE GLAZING a, jCONCRETE/ MASONRY ' .DETAIL SHEET 4 DETAIL SHEET 4— BY OTHERS o 3/4' MIN. (- CAULK BETWEEN EDGE DISTANCE LU CONCRETE/ MASONRY & 2XF- WOOD BUCK BY OTHERS 1 Q 2X WOOD BUCK , BY OTHERS EXTERIOR FINISH EXTERIOR FINISH / — BY OTHERS BY OTHERS EXTERIOR EXTERIOR SILICONE SEALANT 2 O.A. O.A. SILICONE SEALANT BY OTHERS UNIT - UNIT BY OTHERS WIDTH WIDTH DWG #: G HORIZONTAL SECTION H HORIZONTAL SECTION P G W 17 8 JAMB - 2X WOOD BUCK JAMB - 2X WOOD BUCK FL 16104.2 BEVELED FRAME- CLIP INSTALLATION BEVELED FRAME- FRAME INSTALLATION SHEET: 5 OF 5 2/14/2018 Florida Building Code Online n _ BCIS Home ( Log In UserRegistration1 Hot Topics Submit Surcharge Stats & Facts Publications I FBC Staff I' BCIS Site Map I Links ,Search b a _ 3 Product Approval USER: Public User zD'P vl, r rM Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2017 FL# 16118 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL nearcn KCbU1Lb hfrNua oLwno FL# Type Manufacturer Validated By Status FL16118- R3 Revision Ply Gem Windows Locke Bowden Approved Category: Windows 334) 300-1800 History Subcategory: Mullions Appruveu uy Uo mpp'-'. ,.y Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyri ht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M = ® 99 IN Credit Card Safe https:// floridabuilding.org/prlpr_app_ist.aspx 1/ 1 2/14/2018 Florida Building Code Online sF BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge ! Stats & Facts j Publications 4 FBC Staff , BCIS Site Map, Links Search Florida r 0i Prod uct Approval USER: Public User Product A .proval Menu > Product or Aopliwtion Search > Application List > Application Detail FL # FL16118-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Ply Gem Windows Address/Phone/Email 433 N. Main St. Rocky Mount, VA 24151 614) 532-3596 luanne.harris@plygem.com Authorized Signature Luanne Harris luanne.harris@plygem.com . Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL16118_R3_COI_Ply Gem COI.pdf 1709.8 Product Approval Method Method 2 Option B https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvyf4ngAXh1 OyQOemzR2jWDTjgpLsYuOSU0bhuAFGR6Tg%3d%3d 1/2 2/14/2018 Florida Building Code Online Date Submitted 10/17/2017 Date Validated 10/20/2017 Date Pending FBC Approval 10/24/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 16118.1 Ply Gem 1500 Mullion (Brickmould Frame) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16118_R3_II_PGW189.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. FL P.E. No. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Please refer to installation instructions, PGW189, and FL16118_R3_AE_PER5112.pdf evaluation report, PER 3142, for further limitations of use. Created by Independent Third Party: Yes 16118.2 Ply Gem 1500 Mullion (Beveled Frame) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16118_R3_II_PGW190.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero FL P.E. No. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Please refer to installation instructions, PGW190, and FL16118_R3_AE_PER5113.pdf evaluation report, PER 3143, for further limitations of use. Created by Independent Third Party: Yes 16118.3 Ply Gem 1500 Tube Mullion (Brickmould Frame) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16118_R3_II_PGW203.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. FL P.E. No. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Please refer to installation instructions, PGW203, and FL16118_R3_AE_PER5114.pdf evaluation report, PER 3144, for further limitations of use. Created by Independent Third Party: Yes 16118.4 Ply Gem 1500 Tube Mullion (Beveled Frame) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16118_R3_II_PGW204.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. FL P.E. No. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Please refer to installation instructions, PGW204, and FL16118_R3_AE_PER5115.pdf evaluation report, PER 3145, for further limitations of use. Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyri ht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 0 ® eC_ Is Credit Card Safe https:l/floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhl OyQOemzR2JWDTjgpLsYuOSUObhuAFGR6Tg%3d%3d 2/2 3/2/2018 Florida Building Code Online 7=--- BCIS Home I Log In I User Registration I Hot Topics I SubmitSurchargeI Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search Florida y jai Product Approval n USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2017 FL# 12194 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL oearcn RCSUNA - MN ua.o wo FL# Type Manufacturer Validated By Status FL12194- R7 Revision Aluminum Coils, Inc. Locke Bowden Approved Category: Panel Walls 334) 300-1800 History. Subcategory: Soffits Approvea Dy utsrn. Approvdis oy uorn —dil 11 ..,--.......__._......------ Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility. Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455. 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: eCheik Credit Card Safe https:/ Ifloridabuilding.org/pr/pr_app_lst.aspx 1/ 1 3/2/2018 Florida Building Code Online d BCIS Home Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links Search Florida Product ApprovalraUSER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL12194-R7 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL12194_R7_COI _ALC15001.4 2017 FBC Evaluation Report 04 T4 Soffits Ftn Lp-df Standard AAMA 1402 Year 2009 https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysALFtXsIGNSmoVVEg2vbvM°/`2fFw%3d%3d 1/2 3/2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 12/15/2017 12/15/2017 12/20/2017 02/13/2018 FL # Model, Number or Name Description 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +80/-90 Other: See Evaluation Report for limits of use. Installation Instructions FL12194_R7_II_ALC15001 4 2017 FBC Evaluation Report Q4 T4 Soffits Final.pdf Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports FL12194_R7_AE_ALC15001.4 2017 FBC Evaluation Report Q4 T4 Soffits Final.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyri ht 2007-2013 State of Florida.:: Privacy Statement :: AccessibilityStatement :: 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. 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 emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: tChecY. Im Credit Card SCCtt ' I ' CIE: ,I https:// fioridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC°/a2fEHMrNrkL4bysALFtXsIGNSmoWEg2vbvM%2fTw%3d%3d 2/2 S ep r 'p- I I— TECHNICAAL SERVICES, L.L C EVALUATION REPORT Manufacturer: Manufacturing: Quality Assurance: SCOPE Category. Subcategory: Code Sections: Properties: ALUMINUM COILS, INC. 5001 West Knox Street Tampa, FL 33634 813)249-9743 www.aluminumcoilsinc.com Tampa, FL certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL33647 813) 480-3421 FLORIDA BUILDING CODE 5 H EDITION (2014) PRi Construction Materials Technologies (QUA9110) Panel Walls Soffits 1404.5.1, 1710.9.4 Wind Resistance Issued August 27, 2015 REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRi Construction Materials Technologies (fST5878) ACIX-003-02-01 AAMA 1402 .1986 PRI Construction Materials Technologies (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 1710.92 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 theproject requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. PRODUCT DESCRIPTIONS 318" F-Channel Preformed nominal 0.0164nch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 318" J-Channel Preformed nominal 0.0164nch thick, 3105 H-14 aiuminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.0194.nch 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 ' TechnicalServices, LLG of any product changes or quality assurance changes throughout the duration for which this report is valid. Thisevaluationreportdoesnotexpressnorimplywarranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits PRODUCT DESCRIPTION 16" Q4 Soffit Preformed nominal 0.01354nch thick, 3105 HA4 aluminum soffit Ranels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in Rin.ft for the 'full vent configuration and 11.1 in2/lin.ft and for the 'center vent configuration. See Appendix D for dimension drawings. t s- rLat v N_r jr CENIM VENT te' S MI PANEL 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H=14 aluminum soffit ?panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in Ain.ft for the 'full vent' configuration and 4.2 in2/Gn.ft for the 'center vent configuration. See Appencrm D for dimension drawings. 77' ft1LL VENr t9' CFNI-R NENT 17" Sa ID PANEL ALclsool FLt2194-R3 Page 2 of 3 This evaluation report is provided for State of Rodda product approval under Rule 61 G20-3. The manufacturer shall notify CREEKTechnicalSeances, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does.not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INC CREEKt Soffits TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida BuildingCode50' Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. 1 '•' 07:05:00No74021104' 00' G* STATE OF .'441 C`•, R 40,ii ' '• .., ' .`` i s 0 JA; .``` Zachary R. Priest, P.E. Florida Registration No. 74021 No. ANE9641 OrganizationtE CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distn-buting products underthis evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product APPENDICES 1) APPENDIX A— Approved Systems (7 pages) 2) APPENDIX B —Installation Drawings (12 pages) 3) APPENDIX C —Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001 FL12194-R3 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK TechnicalServices, LLG.of any product changes or quality assurance changes throughout the duration for which this report is valid. Thisevaluationreportdoesnotexpressnorimplywarranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL. SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1710.9.4. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for Installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SRF (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.I C150rr1 a. 12" T4 Soffit —12-inch o.c. Fastener Fastener Location Location b. 12" T4 Soffit — 4-Inch o.c. Fastener Fastener Fastener Fastener Loc tion Location Loc; ition Location c. 16" Q4 Soffit-16-Inch o.c. Fastener Fastener Location Location FL12194-R3 Page 1 of 7 This evaluation report Is provided for State of Florida product approval under Rule 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 d. 16" Q4 Soffit— 8-inch o.o. Fastener Location Fastener Fastener. Location ALUMINUM COILS, INC Soffits Approved.Systern Nunlbers-:and Definitions 12_Fl Approved Systems for 12-Inch Overhang with F-Channel 12J-# Approved Systems for 12-Inch Overhang with J-Channel 16 # Approved Systems for 16-inch Overhang with F-Channel 16J-# A roved Systems for 16-Inch Overhang with J-Channel Approved Systems for 24-inch Overhang with F-Channel24F-# 4J Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-Inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psfl Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) min. 3/8-Inch head dia. nail, Ong (1) min. 3/8 x 3/8-Inch One (1) min. 1 3/4-Inch Fong x 0.072-Inch dia. x min. 3/16- 12F-1 Max, 16-Inch Wood min. 1.25-Inch embedment spaced Wood crown staple spaced 16-Inch Inch head dia. trim nail 40.0 24-Inch o.c. O.C. spaced 36-Inch o.c. Three (3) min. 3/4-inch x 1/4-Inch One (1) min 314-Inch x 114-inch 1 long xOne (1) hdia x min. 0.072-inch dia, x rriin. 1/4-inch 48 12F-2 Max. 16=inch Wood crown staples in diamond pattern Wood crown staple spaced 8-Inch o.c, head dia. trip nail spaced 48- 64.2 spaced 24-Inch o.c. and securing each panel lap Inch o.c. Max. One (1) 14 ga. 6/8-inch long T nail Wood One (1) min 314-Inch x 1/4-inch crown staple spaced One (1) min. 1 3/4-inch long x 0.072-Inch dia, x min. 114-Inch 48 12F-3 16-Inch Masonry spaced 8-Inch o.c. and securing each paanelnel llapp head dia. trip nail spaced 48- 64.2 Inch o.c. ALC15001 FL12194-R3 Page 2 of 7 This evaluation report is provided for State of Florida product approval under Rule 61020-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duratibn for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNiCAL. SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP Substrate F-Ch( psf) Panel Attachment Substrate Panel Attachment Fascia Cap Attachment No. Width tAttachment- Three (3) min. 3/4- 1/4-Inch crown. Inch x 1 One (1) min. #6 x 1/2-Inch long x 3/8-inch head diameter One (1) min 3/4-Inch x One (1) min. 1 314-Inch long x 0.072-inch dia. x min. 1/4-inch 48 12J-1 Max. 16-inch Wood staples in diamond screw spaced 16-Inch o.c. Wood 1Inch crown staple spaced 8-inch o_c.. spaced head dia. trip nail spaced 48- 64.2 pattern spaced 24- connecting soffit to J-channel Inch o.c. Inch o.c. Approved Systems for 16-inch overhang with. F-Channel Wall Connection Eave Connection System Panel MDP Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment No. Width psfl Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F=1 Max. Masonry One (1) 14 ga. 6/8-Inch long T nail spaced max. B-Inch o.c. Wood 1-inch lag staples spaced max. 4-inch o.c. and securing each finishing nall with min. 3/16- f53.3 12-Inch panel lap inch head spaced 12-Inch o.c. Three (3) 18 ga.114,inch crown x 1- One (1) 18 ga. 114-inch crown x 1-indh leg staples spaced max. One (1) min.1.75-inch x 0.072-inch diameter 16F-2 Max. 1Max. Wood Inch leg staples in diamond pattern Wood 4-Inch o.c. and securing each finishing nail with min. 3/16- Inch head spaced 53.3 spaced 16-Inch o.c. panel lap 12-Inch o.c. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-Inch x 318-inch One min. 1 dia. Inch long x 0inch dia. x min, 16F- 3 Max' 16- Inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-Inch 0 3/ 16-inch chhead dia, trim nail t25. 6 Inch o.c. O.C. spaced 36-inch o.c. . One ( 1) min. 1 314-inch long Max. Three ( 3) min. 3/4-Inch x 1/4-Inch One (1) min 3/4-Inch x 1/4-Inch x 0.072-inch dia..x min. 1/4- 27 16F- 4 16-inch Wood crown staples In diamond• pattern Wood crown staple spaced B-inch o..c. Inch head dia, trip nail 36.1 spaced 24-Inch o.c. spaced 48-inch o.c. ALC15001 FL12194-R3 Page 3 of 7 This evaluation report Is provided for State of Florida product approval under Rule 61=-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL. SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psfl Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga. 1/4-inch.crown x One (1) min. 1.75-inch x inch diameterflhing16F-5 Max. 16-Inch Masonry One (1)'14 ga. 5/8-Inch long T nail spaced 8-Inch o.c. Wood 1-Inoh leg staples spaced 4- Inch o.c. and securing each finisall with min. 3116- nailp43.3 panel lap inch head spaced 16- inch O.C. Three ( 3) 18 ga.1./4-Inch crown x 1- One ( 1) 18 ga. 1/4-Inch crown x One ( 1) min. 1.75-inch x 0.. 072-inch diameter 16F- 6 1Max. Max. Wood Inch leg staples in diamond pattern Wood le 1-inch leg staples spaced 4- inch oand scouring each finishing nail with min. 3116- 43.3 spaced 16- Inch o.c, panel lap Inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J=Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J- Channel Attachment Substrate Panel Attachment Fascia Cap Attachment Max. Three ( 3) min. 3/4-inch x 1/4-Inch One (1) min 314-Inch x 1/4-Inch One (1) min. 1 3/4-Inch long x 0.072-Inch dia. x 23.5 16J-1 16-Inch Wood crown staples In diamond pattern Wood crown staple spaced 8-Inch o;c, min. 1/4-Inch head dla. trip 31.4 spaced 24- Inch o.c.. nail spaced 48-inch o.c. ALC15001 FL12194- R3 4of7 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 dbratibn for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC• ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width Psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap AttachmentAttachment One (1) 18 ga.1/4-Inch 1Nominal1x2No crown x 1-Inch leg Three (3) 18 ga.1/4- Nmi al anchored to staples spaced 12-inch o.c. securing One (1)18 ga. inch 1/4- One (1) min. 1.75-Inch x 24F-1 Max. Wood Inch crown x 1-Inch leg staples in rafter with one each panel lap Wood Inch crown x'1- diameter finishing finishing nail with min. 801-90 12-Inch diamond pattern 1) min 2 25- One (1) min. 1.75-Inch leg staples spaced 8- inch 3116-Inch head spaced spaced 16-inch o.c. Inch x 7d ring shank nail x 0.072-Inch diameter o.c. 12-Inch o.c. 24-inch o.c. finishing nail with min. 3/16-Inch head spaced 4-Inch- o.c. One (1) 18 ga.1/4-Inch crown x 1-inch leg Nominal 1x2 staples spaced Onp (1) min. 1.5- No.2.SYP 124nch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-Inch x Max. Inch x 11 ga. anchored to each panel lap Inch crown x 1-Inch 0..072-inch diameter 801 24F-2 1Max. Wood smooth shank roofing nall spaced rafter with one 1)7d x2.25- One (1) min. 1.75-inch Wood spacedlegstaplesspaced 8- finishing nail with min. 3/16-Inch head spaced 76.6 16-inch o.c. inch ring shank x 0.072-Inch diameter inch 12-inch o.c. nail 24-inch ox. finishing nail with min. 3116-inch head spaced 4-Inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced No.2 SYP 12-Inch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap Inch 1-Inchcrownx 0072-inch diameter 80/ 24F-3 12-Inch Masonry inch long T nail rafter with one Woad aced 8- leg staples spaced finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x.2.25- One (1) min. 1.75-Inch inch sp 3/1.6-Inch head spaced inch ring shank x 0.072-Inch diameter 12-inch o.c. nail 24-Inch o.c. finishing nail with min. 3116-inch head spaced 4-inch o.c. ALC15001 FL12194-R3 5of7 This evaluatiorl 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 speblfically addressed herein. u CREEK T15-CFINiCAL S1rRViCES, LLC• ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP Na. Width psfl Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/4-Inch Nominal 1x2Nomi crown x 1-inch leg Three (3) 18 ga.1/4- SYP anchored to staples spaced 12-Inch o.c. securing One (1) 18 ga.'1/4- One (1) min. 1.75-inch x 24F-4 Max. Wood inch crown. x 1-Inch leg staples in rafter with one each panel lap Wood inch crown x 1-Inch leg staples spaced 8- 0.072-inch diameter finishing Hall with min. 801-60 16-Inoh diamond pattern min. 2.25- inch x 7d ringInc One (1) min. 1.75-inch inch o.c. and securing 3/16-Inch head spaced spaced 16-Inch o.c. shank. nail x 0.072-Inch diameter each panel lap 16-Inch o.c. 24-inch O.C. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced One (1).min. 1.5- No.2 SYP 12-in.ch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Inch x 11 ga. anchored to each panel lap Inch crown x 1-Inch 0.072-inch diameter 24F-5 Max. Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 16-Inch roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-Inch inch o.c, and securing 31164nch head spaced 16-inch o.c. Inch ring shank x 0.072-Inch diameter each panel lap 16-Inch o.c. nail 24-inch o.c. finishing nail with min. 3116-inch head spaced 4-inoh o.c: One (1) 18 gaJ/4-Inch crown x 1-inch leg Nominal 1x2 staples spaced No.2 SYP 12-Inch o.c. securing One (1) 18 ga. 1/4- One (1) min: 1.75-Inch x One (1) 14 ga. 5/8- anchored to each panel lap Inch -crown x 1-Inch 0.072-inch diameter 24F-6 Max. Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 801.60 18-Inch spaced'8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. and securing 3116-Inoh head spaced inch ring. shank x 0.072-inch diameter each panel lap 16-Inch o.c. nail 24-Inch o.c. finishing nail with min. 3/16-Inch head spaced 4-Inch o.c. ALC15001 FL12194-R3 6of7 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLG of any product changes or quality assurance changes'throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNiCAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment No. Width psf) Attachment Nominal 1x2 No.2 SYP scabbed between rafters with one (1) rain. 2.25-Inch x 7d One (1) 1B ga.114-Inch Nominal 1 x2 No.2 SYP Three (3) Ong shank nail straight-nalled through crown x 1'-inch leg staplesspacedpOne 1) min. 1.76-inch anchored to crownga.1/4-Inch crown the.rafter Into the end 12-Inch pa securing aech panel lap One ( ow S ga. Y+- x 0.072-inch diameter Max. rafter with one x 1-Inch leg of the batten or two (2) Wood Inch crown x 1-inch finishing nail with min. t60 24J-1 12-inch 1) min. 2.25- staples In diamond min. 2.25-Inch x 7d One (1) min. 1.76=Inch lag staples spaced 3/16-Inch head spaced Inch x.7d ring pattern spaced. 16- ring shank'nalis toe- x 0.072-Inch diameter 8-inch o.c. 12-inch o:C. shank nail Inch o.c. nailed on either side of finishing nail with min. 24-Inch o.c: the batten at each battentrafter 8/16-Inch head spaced intersection. Max. 4-Inch o.c. rafter spacing is 24-Inch o.c. Nominal 1x2 No.2 SYP scabbed between rafters with one (1) One (1) 1B ga.114-inch Nominal 1x2 min. 2.25-Inch x 7d nog shank nail crown x 1-inch leg No.2 SYP Three (3) 18 straight -nailed thtough staples spaced 12- e ch securing One (1) 1S ga. _ Inch crown x 1 One (1) min. anchored to ga.1/4•-inch crown the rafter into the end each panel lappa le staplesspaced9p diameterx0.072-inch diameter 24J 2 Max, 16-inch. rafter with one 1) min. 2.25- x 1-Inch leg staples in diamond of the batten or two (2) min. 2.26-Inch x 7d one (1) min. 1.75-Inch Wood 8-Inch o.c. and finishing nail with min. 3/16-inch head spaced d:53.3 inch x 7d ring pattern spaced 16- ring shank nails toe x 0072-Inch diameter securing each. panel 16-Inch o.c. shank nall Inch ox, nalled'on either side of finishing nall with min. lap 24-inch o.c. the batten at each batten/rafter 3/16- Inch head spaced Intersection. Max. 4-Inch o.c. ratter spacing is 244nch o.c. ALC15001 FL12194-R3 7of7 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC. of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TV-CHNICAL, SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVE0 SYSTEMs section of this report for additional Installation details of a selected system and maximum design pressures limitations. System No. I Installation Dlstall Min. 3/'B" head fiia. nail with min. 13,411 engage)nent(.fbr wood substrate) or min.. 0..097" dia. T-nail or stub nail with min, 'Q/Q" .angageinent(for concrete or blocic substrate), spaoed as noted above. ASCIA .SLIP BOARD FASCIA TRIM 12F-3 & I I I ll \—"F\— CHANNEL SOFFIT OVERHANG WIDTH VARIES) Wood, Conc— h- or Dlaolc 'W FASCIA LIP 1/4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/B" STAPLE 16" 0. C. PAINTED S.S. 1 3./4" TRIM NAIL MIN. 5 NAILS PER 12" PIECE. SOFFIT & FASCIA DETAIL AL015001 FL12194-R3 Page 1 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This- evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that ate not specifically addressed herein. CREEK TECHNICAL, SERVICES, LLC System No. I Installation Detail 12F-2 3/4" X 1/4" CROWN STAPLES' USING A DIAMOND PATTERN I F" CHANNEL CAN BE INSTALLED WITH THE NAILING FLANGE UP OR DOWN WOOD SUBSTRATE OPEN RAFTER FACIA BOARD FASCIA CAP 3/4" X 1 /4- CROWN STAPLE' "B" ON CENTER 1-3/4" TRIM NA11 PAINTED S.S. 48" 0.0, SDI_ max. 12.-inch span ALUMINUM COILS, INC Soffits Appendix B M > SOFFIT STAPLE DIAMOND PATTERN I i ; DETAIL r—are• Dcrv[[H I STAPLES I 1-3/4" TRIM NAIL PAINTED S.S, SOFFIT FACIA BOARD FASCIA CAP 3/4" . X 1 /4" CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 2 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61020-3. The manufacturer shall notify CREEK Technical Services, LLC of any.product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not speolfically addressed herein. zmF• 1 fir i EEi 7. TECHNICAL SERVICES, LLC Svstem No. Installation Detail 12J-1 ALUMINUM COILS, INC Soffits Appendix i3 OPEN RAFTER 1 "'_ TVM olsr \ SOFFIT STAPLE j DIAMOND PATTERN I DETAIL. FACIA BOARD 8/ STMLTVM ES /I) X 1/4" CROWN STAPLE ` I/ \III ---FASCIA CAP CENTERUSINGADIAMONDPADPATTERNJ— CHANNEL 1-3/4" TRIq NAH sorewed to soffit PAINTED S.S. 48" withone(1) :li'e x O. C. 1/2" x 3/a" head diameter screw, 16" 0.6. WOOD OR BLOCK SUBSTRATE SOFFrr— max. 12-inch span 3/ 4" X 1/4" CROWN STAPLE " 8" ON CENTER 1-3/4" TRIM NAILI FACIA BOARD PAINTED S.S. FASCIA CAP 5/ 4" X 1/4" CROWN STAPLE SOFFIT & FASCIA_ D ETAI L ALCI5001 FL12194-R3 Page 3 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty,. Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1'1" TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1"xj" CROWN STAPLE OPEN RAFTER FASCIA BOARD 149A5MT•lida SOFFIT & FASCIA 16FA 16F-5 DETAIL FASCIA CAPI REFER TO SOFFIT L FASCIA DETAIL F" CHANNEL SOFFITI MAX: 16" SPAN MASONRY SUBSTRATE ALC15001 FL.12194-R3 Page 4 of 12 This•evaluatlon report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance dhanges throughout the 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 spedifically addressed herein. CREEK TECHNICAL. SERVICES, LLC No. I Installation Detail Min. 3/8'" head Oka. nail with min. 1X," engagementffor wood Hubstrate) ok min. 0..097" dia. T-nail or 'stub nai.l wjth min. 5/8"• engagement(f.or epn:crete or block •scip'etr;ate)' > ep&bed as. nbCed above.. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 I I I II \--"F" CHANNEL Wood, Concrot.a or Block W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T510 8" X 3/8" STAPLE 16" 0. C. PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT •& FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001 FL12194-R3 Page 5 of 12 This evaluation. report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL. SERVICES, LLC 16F-4 No. I Installation Detail ALUMINUM COILS, INC Soffits Appendix B OPEN RAFTER r' i " 0' CTW SOFFIT STAPLESOFFIT DIAMOND. PATTERN 3/4" X 1 /4' 11` 1 D ETAI L CROWN STAPLES aie• KTVECHI USING. A DIAMOND sr rtEs PATTERN I FACIA BOARD CAP k ' --3/4" X 1/4" CROWN 1-3/4" TRIM NAIL CIA BOARD - STAPLE "B" ON CENTER PAINTED S.S. 1-3/4" TRIM NAIL F" CHANNEL CAN BE PAINTED S.S. 48." FASCIA CAPF3/4- INSTALLED WiTH THE NAILING FLANGE uP OR O.C. X 1/4" DOWN WN STAPLE SOFFIT— max.. 16 winch span WOOD SOFFIT SUBSMTE SOFFIT & FASCIA D ETAI L ALC15001 FL12194-R3 Page 6 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes 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. r CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B S starrt No. Installation Detali t J" TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1"xj" CROWN STAPLE OPEN RAFTER FASCIA BOARD P•x}" CROWN SOFFIT & FASCIA STAPLES USIIIG.A DIAMOND DETAIL PATTERNS REFER TO 16F-2 & SOFFIT STAPLE 16F-6 DIAMOND PATTERN / DETAIL FASCIA REFER \ TO SOFFIT1T & FASCIA / 3" DETAIL 8 F" CHANNEL I 3/B'I1 SOFFIT: MAX. 16" I 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 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 riot specifically addressed herein. CREEK TECHNICAL. SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER 5_ \ SOFFIT STAPLE olsr i/ DIAMOND D ETAI L PATTERN FACIA BOARD '• srrn.cs / 3/4" X 1/4" CROWN STAPLE "24" ONI CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-1 3/4" X 1/4" CROWN 9" 1-3/4" TRIM NAIL FACIA BOARD STAPLE ON CENTER- PAINTED S.S. CHANNEL 1-3/4" TRIM NAIL PAINTED S.S. 48" FASCIA CAP O.C. 3/4" X 1 /4• CROWN STAPLE SOFFrr—max. 16-inch span. WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001 FL12194-R3 Page 6 of 12 This evaluation report Is provided for State of. Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Tedhnical 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 limply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TI~cHNICAL Smvices, LLC ALUMINUM COILS, INC Soffits Appendix B S'ysterfi No. installation Detail 1 ' TRIM NAIL FASCIA BOARD PAINTED S,S. P'xi" CROWN' FASCIA CAP STAPLES SOFFIT USING A DiAMONO PATTERN; REFER TO 1"x' CROWN STAPLE SOFFIT STAPLE . DIAMOND PATTERN DETAIL I" TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 1-xl" CROWN STAPLE FASCIA CAPS REFER ~~ TO SOFFIT &FASCIA / \ OE.TAIL 9" NomIndi ho SYP Batton Anchored to SOFFIT; MAX. 24" F-CHANNEL Rafters with one 7d Ring Shank Nall at avary Rafter WOOD SUBSTRATE -- SOFFIT STAPLE DIAMOND PATTERN ALC1.5001 FL12194-R3 Page 9 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3.. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid'. This evaluation report does not express nor Imply warranty,. Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL.SERVICES,. LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 }" TRIM NAIL FASCIA BOARD PAINTED S.S. 1A" SMOOTH SHANK FASCIA' CAP ROOF NAILS SOFFIT 1"x}" CROWN STAPLE 1 TRIM NAIL FASCIA BOARD PAINTED 5,5. SOFFIT & FASCIA 24 F-2 & I 1 DETAIL 24F-6 ' 1"x}" CROWN STAPLE FASCIA UPS REFER TO SOFFIT L FASCIA DETAIL Nominal 1"x24 SYP Batten Anchored to SOFFITi MAX, 24" F-CHANNEL Rafters with one 7d Ring Shank Nail at every Ranter WOOD SUBSTRATE ALC15001 FL12194-R3 Page 10 of 12 This evaluatlon 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 addtessed herein. CREEALUMINUM COILS, INC n Soffits TECHNICAL. SERVICES, LLC Appendix B System No. Installation Detail 1 J" TRIM NAILFASCIA BOARD PAINTED S,S. 14GA T-NAILS FASCIA CAP SOFFIT 1"x4" CROWN STAPLE 1 t" TRIM NAIL FASCIA BOARD PAINTED S,S. SOFFIT & FASCIA DETAIL 24F-3 & 24F-6 1"xj" CROWN STAPLE FASCIA CAP. REFER TO SOFFIT 6 FASCIA DETAIL Nominal I"x2" SYP Batten Anchored to SOFFIT; MAX, 24" F-CHANNEL Rafters with one 7d Ring Shank Nall at every Ratter MASONRY AL015001 FL12194.R3 Page 11 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality, 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 speCiftcally addressed herein, _ CREEK TECHrrrCAL. SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B Sy§tern No. Irlstallatlon Detail 1 f" TRIM NAIL FASCIA BOARD PAINTED S.S. 1"4, CROWN FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERNp REFER TO CANTILEVERED'" 1"X}" CROWN STAPLE SOFFIT STAPLE RAFTER OIAMOND PATTERN DETAIL FASCIA BOARD SOFFIT & FASCIA I J" TRIM NAIL DETAIL. PAINTED s.s. 24J-1 & 1"X;" CROWN STAPLE 24J-2 FASCIA CAP; REFER \ TO SOFFIT L FASCIA DETAIL / Nominal 1" x 2" GYP battens B scabbed between i) 7d and SOFFIT; MAX. 24" J-CHANNEL through with one In the Ong shank hall altalght-nalled through the ror two (2Iht end WOOD SUBSTRATE of the batten it two na Td dog shank oath toe•nalted on \ either tide of the baltern at the ballen'trarler Intersection SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 • Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL. SmViCES, LLC nmeirnN WRJn 1 nnns ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609.1 of the FBC and ASCE 7-10 under.the following provisions: 1. Wind speeds for risk category I, 11, 111, and IV buildings shall be as defined in Section 1609-of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10 fe or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis.. 6. Wind directionality factor, Kd= 0.85 7. V„ it is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4 of the FBC. B. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4°la of the least horizontal dimension or 3-ft. ALCI6001 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes'throughout the duratlon for which this report is valid. This• evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL. SERvICES, LLC ALUMINUM COILS, INC Soffits Appendix C Desi n Wlnd. Pressu[es-.forSoffits in•Ex osyre.B°. Mean ° <; ' BTypeg Zone Roof I ht ft °• Basic W ind S eed' mph)' 120 1;30 140` 150 160 170 180 190 200 20 16.9 -19.8 -22.9 26..3 30..0 33.8 37.9 42.2 46.8 25 16.9 -19:8 -22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 -19.8 -22.9 26.3 30.0 33.8 37.9 42.2 46.8 4 40 18.3 -21.5 -24.9 28.G 3.2.5 36.7 41.2 45.9 50..8 50 19.5 -22.9 -26.5 30:5 34.7 39.1 43.9 48.9 54.1 Enclosed 60 20.5 -24.0 -27.8 32..0 36.4 1 41.1 1 46.0 51.3 56.8 Negative 20 20.8 -24.4 -28.3 32.5 37.0• 417 46.8 52.1 57.8 Loads) 25 20:8 -24.4 -28.3 32.5 37.0 41.7 46.8 52:1 57.8 30 2.0..8 -24.4 -28.3 32.6 37.0 417 46.8 52.1 57.8 5 40 22.6 -26.5 -30.7 35.3 40.1 4 i.3 50.8 56.6 62.7 50 24.1 -28..2 -32.8 37,6 42..6 48.3 754.1 60.3 66.8 60 25.3 -29.6 -34.4 39.5 44.9 50.7 86..8 633 70.1 20 10.8 12:7 14.7 16.9 19.2. 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30...0 30 10.8 12.7 14.7 46..9 19.2 21.7 24.3 27. 4 11.7 13.8 16.0 18.3 20.8 23.5: OO40 50 12.6 14.7 17.0 19.5 22.2 25.1 28.1 31...3 34.7 Enclosed. 60 13..1 15.4 17.8 20.5 23.3 26.3 29..5 32.9 36.4 Positive 20 10.8 12.7 14.7 16.9 19..2 21.7 24.3 27.1 30.0 Loads) 25 10,8 12.7 14.7 16..9 19,2 21,7 24.3 27.1 30.0 30 10:8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 5 40 11.7 13.8 16.0 18•.3 20.8 23.5. 26A 29.4 32.5 50 12.5 14.7 17,0 19.5 22.2 25.1 28.1 31..3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance dhanges throughout the d4ratlon 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 spedlfidally addrebsed herein. 2 of 4 FL12194-R3 GREED TF-CFIhIICAL SERVICI~S, LLC ALUMINUM COILS, INC Soffits Appendix C Desi n W. ;;Ind Pressures foi, Soffits In Ex osurefC . t3uilding` ' r T e ..,. YP Zone Mean Roof Height ft :' 8asic:Wlnd S eed m h 120 : . 130 . ', 140 150 160 170 180: 190•:, 200 20 21.7 2.5.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4• 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36..9 41.9 47..3 53.1 59.1 65.5 4 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 Enclosed 60 27.2 31,9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 Loads) 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70..0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 5 40 30.9 36.3 42.1 48.3 54.9 62..0 69.5 77.5 485.8 50 32.4 38-0 44.1 50,6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 1 -75.5 84.2 9.3.2 20 1 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 171 20.6 23.6 26.9 30.3 34.0 37..9 42.0 4 40 1.6.0 18.6 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 Enclosed. 6.0 17.4 20.5 23.7 27.2 31.0 35.0 39.2 417 48..4 Positive Loads.) 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 1 32.6 36.3 40.3 5 30 15.1 17.7 20.6 23.6 26.9 30..3 34.0 37.9 42.0 4b 16.0 1.8.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.81 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 1 31.0 35.0 39.2 43.7 48.4 ALC15001 FL12194-R3 Page 3of4 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 reportis valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not spedifically addressed herein. CREEK TECHNICAL..SEF2VICES, LLC ALUMINUM COILS, ING Soffits Appendix C t-Desi nWind'PressuresforS,offits:in,Ex osure D. Building Type Zone Mean :. Raof He ht ft Basic Wind;S eed, mph) 120 130 140 150 160 17,0: 180 190 200. 20 26.,0 30.5 35.44 40.6 46.2 52.2 58.5 65.2 72.2 25 27,0 31.6 36.7 42,1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56..0 62.8 70.0 77.5 4 40 29.4 34.5 40.0 45.9 52.2. 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 Enclosed 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79..0 87.6 Negative 20 32.1 37,7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 Loads) 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.,4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 5 40 36.2 42..5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51-4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69,2 78.1 87.6 1 -97..6 108.1 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7, 38.9 43.3 • 48:0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44,8 49.7 4 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47..2 52.2 50 19.6 1 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 Enclosed F 60 20.2 23.7 27.5 1 31.6 35.9 40.5 45.4 1 50.6 56.1 Positive 20 16:.7 19:5 22.7 26.0 29..6 33:4 37.5 41.7 46.3 Loads) 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 413 48.0 30 17.9 21.0 24.3 27.9. 31.8 35..9 40.2 44.8 49.7 5 40 18.8 22,1 25.6 29.4 33.4 37.8 42..3 47.2 52.2 50 19.6 23..0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 1 40.5 45.4 50.6 56A ALCI5001 FL12194-R3 4of4 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orqualityassurancechangesthroughoutthedurationforwhichthisreportIsvalid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that aPe not spedificaily addressed herein. CREEK TECHNICAL. SmvicES, LLC 3/8" F-Channel 3/8" 3/8"'J-Channel ALCI5001 3/4" — 11/8" HEM 1 5/9" T 3/4" 3/8" FL12194-R3 ISOMETRIC VIEW 3/0" PROFILE ISOMETRIC VIEW 3/8" PROFILE ALUMINUM COILS, INC Soffits Appendix D 1 of 4 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance ohanges'throughout the: dbration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL. SERVICES, LLC Fascia 1/8" HEM i 3/4" 7/8" —" 6"FASCIA 7" BLANK ALC15001 1/4" FL12194-R3 ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D 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 ohanges'fhroughout the dbration for whioh this report is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit 0.125 18" BLANX 3 / E PRCFII E 2.625 REF. 50 TP. J coca 000aoo 00000 a00000 Q0000 mnE I nyrR PATTERN 11. jCA F1 LOUVERS FORMED IN SAME DIREORON AS RIDS) ALUMINUM COILS, INC Soffits Appendix D ALCI5001 FL12194-R3 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Wile 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 12" T4 Soffit 1/8" 118" ALUMINUM COILS, INC Soffits Appendix D 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" — 1/8" Y 13.75" BLANK 3/8" PROFILE 2.625 REF. 50 TYP.. 25 TYP. 0.125 TYP. oaoo 000000 o0000 000000 cocoa - W nF u, M PA LOUVERS FORMED IN SAME DIRECTION AS RIBS) END of RP -PORT ALC1500'1 FL12194-R3 Page 4 of 4 This evaluation report, Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance obanges'throughout thenr duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 3/2/2018 Florida Building Code Online z BCIS Home I Log In j User Registration I Hot Topics i Submit Surcharge j Stats & Facts ( Publications I FBC Staff BCIS Site Map I Links I Search Florida d, Product ER:PUb Approval USER: Public User vozss:vm t; Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2017 FL# 5444 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL FL# y `y Type Manufacturer Validated By. Status FL5444-1112 Revision Certain -reed Corporation -Roofing John. W. Knezevich, PE Approved History. Category: Roofing 954) 772-6224 Subcategory: Asphalt Shingles FL5444-R13 Revision CertainTeed Corporation -Roofing John W. Knezevich, PE Pending FBC Approval Category: Roofing 954) 772-6224 Subcategory: Asphalt Shingles Hpproveo oy U K. HPPF-15 uy uorK.umi Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copy ht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: eChetY. Credit Card Safe https://floridabuilding.org/pr/pr_app_lst.aspx IN 3/2/2018 Florida Building Code Online gw i . :-:• " - -art' '' _.. E. - - BCIS Home i Log In j User Registration - Hot Topics j Submit Surcharge Stats & Facts I Publications FBC Staff , BCIS Site Map' Links I Search Florida a# Product Approval P USER: Public User vya N.•;e1iit•%.sa;,;xlYar,n r Product Approval Menu > Product or Application Search > Application List > Application Detail FL # tea;; i Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL5444-R12 Revision 2017 Approved CertainTeed Corporation -Roofing 20 Moores Road Malvern, PA 19355 610) 893-5400 mark.d.harner@saint-gobain.com Mark Harrier mark. d, harner@saint-gobain.com Mark D. Harrier 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark.D.Harner@saint-gobain.com Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE a; Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL5444_R12_COI_2017_01COI Nieminen.pdf Standard Year ASTM D3161 2016 ASTM D3462 2010 ASTM D7158 2011 Sections from the Code https://floridabuiiding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtahlgO7CSsoycOrl28CcpCm5j9JS30sk4S7sljNdlwNg%3d%3d 1/2 3/2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option D 09/07/2017 09/12/2017 09/15/2017 12/12/2017 01/24/2018 FL # Model, Number or Name Description 5444.1 CertainTeed Asphalt Roof Shingles 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural asphalt roof shingles Limits of Use Approved for use in HVHZ: No Installation Instructions FL5444_R12_II_2017_09_FINAL_ER_CERTAINTEED ASPHALT Approved for use outside HVHZ: Yes SHINGLES_FL5444-R12.pdf Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports FL5444_R12_AE_2017_09_FINAL _ER_CERTAINTEED ASPHALT SHINGLES_FL5444-R12.pdf Created by Independent Third Party: Yes Sack Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they haveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: r®-T- 0 ® eClceek is Credit Card Safe https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtahlgp7CSsoycOrl28CcpCm5jgJS30sk4S7sljNdlwNg%3d%3d 2/2 S'q, ,& `ems tic TPJNITYIERD 1 -1-1 nrniln-r 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 FL5444-R10 Date of Issuance: 09/22/2005 Revision 11: 12/08/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use ofconstructionmaterialsintheStateofFlorida. 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 describedhereinhavebeenevaluatedforcompliancewiththe5thEdition (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 thisEvaluationReportbythenamedclientconstitutesagreementtonotifyRobertNieminen, 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 "TrinitylERD Evaluated" may be displayed in valuation Report is displayed, then it shall be done in its entirety. advertising literature. If any portion of the E. 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 19. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 The facsimile seal appearing was authoraed by Robert Nieminen, P.E on IV08/2016. This does not serve as an electronically signed document Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity) ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. products for 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing p which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for anyprojectonwhichthisEvaluationReport, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY I ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 5t' Edition (2014) Florida Building Code and 5u' 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. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2O08 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 11/23/1999 UL (TST 1740) ASTM D3161 99NK26506 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 OBCA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2D03 UL(TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL(TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 OSCA16778 05/12/2005 UL(TST 1740) ASTM D3161 05NK14836 05/2Z/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3161 R684 200 /20915 UL( TST 1740) ASTM D3462 05NK08037 0/2/200 UL ( TST 1740) UL ( TST 1740) ASTM D7158 ASTM D3161 & D3462 09CA28873 07/23/2009 UL ( TST 1740) ASTM D3462 10CA41303 10/07/2010 10/ 08/2010 UL ( TST 1740) ASTM D3161 IOCA41303 10CA41303 10/27/2010 UL ( TST 1740) UL ( TST 1740) ASTM D7158 ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 04/ 22/2014 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/ 22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 4786334434 09/16/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) UL LLC (TST 9628) ASTM D3161 & D3462 ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 10/ 26/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/ 13/2016 UL LLC (TST 9628) ASTM D3462 4787380357 11/ 08/2016 UL LLC (TST 9628) ASTM D7158 4787380357 4787380357 11/09%2016 UL LLC (TST 9628) UL LLC (QUA 9625) ASTM D3161 Quality Control Service Confirmation Exp. 07/03/2017 Evaluation Report 3532.09.054= Exterior Research and Design, LLC. FL5444 R10 Certificate ofAuthorkatFan #9503 FBC NON-HVHZ EVALUATION Revision 11: 12/08/2016 Page 2 of 12 QtolRINITY ERD 4. PRODUCT DESCRIPTION: 4.1 CT20—, X1— 25, XT- 30 and XT— 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 ArcadiaTM, Belmont"'", Carriage House ShangleO, Grand Manor Shangleo, Landmark, LandmarkIR, Landmark'*" Pro, Landmark*' Premium, Landmark'' TL, Landmark' Solaris and Landmark'' Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4. 3 NorthGateTM' is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4. 4 Presidential Shake'', Presidential Shake' IR, Presidential Shake W' and Presidential Solaris' are fiberglass reinforced, architectural asphalt roof shingles. 4. 5 Hatteras', Highland Slate'' and Highland Slate' IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4. 6 Patriot'' is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4. 7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge—, Shadow Ridge—, Cedar Crestm, Cedar Crest'"' IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4. 8 Any of the above listed shingles may be produced in AR (algae resistant) versions. 5. LIMITATIONS: 5. 1 This is a building code evaluation. Neither 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 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 Vwd = 150 mph (V,,it = 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 PL® Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to Vwd =150 mph (V„It =194 mph). 5. 4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5. 4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidential Solaris'`) exceeds the calculated uplift force (FT) at a maximum design wind speed Of Vasd = 150 mph (V„it = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installationintheseconditionsusingtheinstallationproceduresdetailedinthisEvaluationReportandCertainTeed 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. Evaluation Report 3532.09.05-R11 Exterior Research and Design, LLC. FL5444-R10 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 11: 12/08/2016 Page 3 of 12 rTRINITYIERD INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturel's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance. with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. 6.4 CT20—, XT- 25, XT- 30, XT- 30 IR: LOW AND STANDARD SLOPE ENGLISH 12" 12" 12 305 mm) (305 mm} (305 mm)—{ r1" (25 "1— e lant 1" (25 mm} { 1 5 5/e" (145 mm) 51/2-frrNNorwoad T METRIC h. 13/s" 13/a" •— 13s1e 1" (25 mm) Sealant 1" (25 mm) ( Figure113: UwfournailsforaeyfXshingle. STEEP SLOPE Use four nails and six spots of asphalt roofing cement* for every full shingle (Figure 11-4). Asphaltroofing cement meeting ASTM D4536 Type Ris suggested. qng Cement Applyl" ( 25 mm) spots of asphalt roofing cement under each lab corner. Figure 11. 4.• use foarnar& andsix spots ofaspbaltcementOn steep slopes aMoft Excessive use of roofng cement can cause shingles to blisteL 6.4. 1 Hip & Ridge for CT20"" XT— 25 XT- 30, XT-I" 30 IR: Cut Shingles 1'_—.I - 2"(50mm) e 25mm)f J f If" move jl f tl y -- —— — — — —-—-'+1r Cap Cap Cap S05 ) Shingle Shingle Shingle Fig=1124: Lod tabs, then trim back to make enp shingles English dimensions siximn). F 5 2" ( 305mmgod 125 mm) --: snags X as Fig,, I1- 25Installation of ceps along Ae hips and ridge. 6.4.1.1 ForASTM 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, LLC. Certificate of Authorization #9503 FBC NON-HVHz EVALUA noN Evaluation Report3532.09.05- Ril Ft5444-R10 Revision 11: 12/08/ 2016 Page 4 of 12 6.5 10W AND STANDARD SLOPE use SIX nails for every full shingle located as shown below. Na0 Lire Nagy Nall Line t' (75 min) t' (25 mm) -- Figure 2: Use six nails for euejy full sbitzgle. QINITiJERD STEEP SLOPE se SIX nails and FOUR spots of asphalt roofing cement for every full shit gle as shown below: Apply asphalt roofing cement 1°(25 mm) from edge of shingle. Asphalt roofing cement meeting hSTM D 4586 Type H is suggeste(L T-t'175 min) t'(3 mm)— Figure 3: use sit nails and four spots of asphalt roofing cement on steep slopes. 6.5.1 Hip & Ridge for Arcadia—: Cedar CresfT , Cedar Crest'' IR Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic" NP1TM" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line to ftabrom each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressingsidesintotheadhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between Wes": layers. Hand -sealing adhesive 4' 1/4" 314a 1a Dab of asphalt cement between {a shingle layers l Evaluation Report 3532.09.05-Rll Exterior Research and Design,LLG FL5444-RlO C cvte of Authorizvtion J/95Q3 FBC NON-HVHZ EVALUATION Revision 11:12/0812016 Page 5 of 12 6.6 BELMONTTm: Lore and Standard Slope 2.:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below o AdcHanal nails if MdEr b UTRINITYIERD Steep Slope (greater than 21:12): Use SEVEN nails and EIGHT spots of asphalt roofing cement"" for every full Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle - See below- Asphalt roofing cement meeting ASTM DA586 Type 11 is suggested. 8519' 1U2'(3amrn)- 225mm} crlm i t' (25 rrs-n} 5ra' (s rrm) : ic 1'(25mm) `-- WMA 0 x04 6.6.1 Hip & Ridge for BelmonfT - 6.6.1.1 Option 1: Refer to instructions herein for Cedar CrestT , Cedar CrestT" lR hip and ridge shingles. 6.6.1.2 option 2: Shangle° Ridge Figure 17-18, Sbangle® Ridge. Exposure Remove tape from the right side and fasten SECOND Fasten the left side a5 8 RIGHT FIRST LEFT Figure 17-19: bWaHation ofSbangle® Ridge sbingles on hips and ridges 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1i - adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Evaluation Report 3532.09.05-R3-1 Exterior Research and Design, LLC FL5444-RID Certfcate afAuthor&a fon #9503 FBC NON-HVHZ EVALUATION Revision 11: 12/08/2016 Page 6 of 12 6.7 6.7.1 6.8 CARRIAGE HOUSE SHAN6LEO AND GRAND MANOR SHANGLE": STEEP SLOPE LOW AND STANDARD SLOPE Use five nails for every full Shangle. V 1" 25 mm) (25 mm) 5/ TM ( m) 16 mm) Figure 174- U.se, fix nails for every fi.X Grand llanor Slxmgle, Carriage 11ouse Shangle, or Centennial Slate. TRINITY I ERD Use seven nails and three spots of asphalt roofing cement for every full Grand Moor Shangle. Use five nails and three spots of asphalt roofing cement for every full Carriage douse Shangle and Centennial Slate. Apply asphalt roofing cement 1" (25 mm) from edge of shingle Figure 175). Asphalt roofing cement meeting ASMI D4586 ]jpe U is suggested. opo'.000,,440pop,-,Oolopoolop000m* I Figure 175: When instaQfngGrand Manor Shangles on sleep slope; rue seven nails and three spots ofaspball roofing cement. Hip & Ridge for Carriage House Shangle° and Grand Manor Shangle: Refer to instructions herein for Shangle° Ridge hip and ridge shingles LANDMARK—, LANDMARKT"' IR, LANDMARKT" PRO, LANDMARKTm PREMIUM, LANDMARK T" TL, LANDMARK7- SOLAms, LANDMARKTm SOLARIS IR, NORTHGATE: LANDMARK TL LOW AND STANDARD SLOPE METRIC DIMENSIONS 3112" F+—( 305 mm ( 375mm (305 mm)—•{ 1" (25 mm) ReleaseTapeT 1" ( mmj 1112" Nailahle Area NorthGate: WIDE b14MG 12" AM ( 305 tarn) p mm) 13112" 13" 1311i" 343 =1 (330 mm), —(343 mm)— 1" (25 mm) 1" (25 mm)—1 -- 14WO 375 mm) Neling Limb UpperndM2 il.owerrahre F{ qure 13- 4. Use four naffs foreregjull shingle 12' 305 mm) r (- Nang arcat far low and standard *peg (from Z12 to 21.14 Nai betaw upper S IN- Ems as Sim" above Evaluation Report 3532. 09.05-R11 Exterior Research and Design, U-C FL5444-R10 Certfffi aate ofAuor¢ ation 1t95Q3 - FBC NON-HVHZ EVALUA710N Revision 11:1210812016 page 7 of 12 STEEP SLOPE Use six nails and four spots of asphalt roofing cement for every full laminated shingle. See beloiz Asphalt roofing cement should meet ASTAi D4586 Type II. Apply 1" spots of asphalt roofing cement unde each corner and at about 12" to 13" in from each edge. METRIC DIMENSIONS LANDMARK TL 12" 305 mm) 143/4" 375 mm) 305 min) 25 mm) mm) ti r ° 1 (25 mm)--1 - I Release Tape Nail Area For Sleep 1--I o25min) ---- 25 min; Roofing Cement NorthGate: STEEP 12" 14-314" SLOPE 4--(305 mm)----*— (375 me, NAILING Rim Nailina f 1- 1'(25 min) baiwee r it nai t RINITY I ERD 13112" 13" 13112" 343 min) (330 min) (343 min) 1--1"(25 mm) 1 "(25 mm)--41 I I Fes— 1„ mrn) Roofing Cement Figure 135 Use six nails andfour spots of aspbalt.roofIngcementOn steep slopes 12" 305 rr. C Nailing areas for steep slopes (greater than 21:12) and "storm -Nailing" Nail between lower 2 rralT fines as shown above. 6.8.1 Hip & Ridge for Landmark-, Landmark' IR LandmarkTM Pro Landmark' Premium Landmark" TL Landmark'' Solaris Landmark' Solaris IR NorthGate: 6.8.1.1 Option 1: Shadow Ridge' or NothGate Accessory 9?/8' 12, (250mm) 305mm) 4151 415116 5 (125mm)1(125mm) 150mm) (i50mrtt) centering 17LtheTop 305mm)orAtigni nt e 80TPntPrevious Captor 25mm)Exsun English Dimension Shadow RidgeTM' f Notch for Centering 131l4° f N337mm) esforAlignmerdto 75l8° the Top Edge of the PreviousL 196mm) Capior5578"{ i41mm)fxposure Metric Dimension Shadow Ridge - Evaluation Report 3532.09.05-Rl1 Exterior Research and Design, I.I.C. FBC NON-HVHz EVALUATION FL5444- R10 Certificate ofAuthadzation #9503 Revision 11:17/09/2015 Page 8 of 12 6.8.1.2 6.8.1.3 927rr 25p n:n} . 1511E (125 rnrr.) Crr; Natsh 337atm) Nignth se / r'bt:hcs tatop 7518' adgeof {194ir:n} pe-4ous courp. NorthGate Ridge I 1 RINITY I ERD 13 1/8" 333 mm 5/8 168 mm)II 168 mm) Ce ering 131/4' Notch 337 mm) Align these 1 74m notchestotop (19m) edge of I previous course. T NorthGate Accessory Figure 13-20.Use layingnokbes to cenhr'sbingks on b;P5 and ridges, and to ba& the conact exposure For ASTM D3161, Class F performance use BASF "Sonolastic° NP111" adhesive or Henkel Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Option 2: Refer to instructions herein for Cedar Crest" , Cedar Crest'" IR hip and ridge shingles. PLO Evaluation Report 3532.09.05-1111 Exterior Research and Design, L-C. FBc NON-HVHZ EVALUATION FL5444 R10 Certificate ofAutharization #9503 Revision 11: 12108/Z016 Page 9 of 12 i TRINITY I ERD 6.9 PRESIDENTIAL SHAKE-, PRESIDENTIAL SHAKE— IR, PRESIDENTIAL SHAKE TLT", PRESIDENTIAL SOLARIST": LOW AND STANDARD SLOPE: For low and standard slopes, use five nails for each fall Presidential shingle as shown below. Nailing I: - 41' Guide lines (1016 mm) 5114' 133 mm) 141W 11f2' 38 mm) (3) NOTE: Apply nails on painted guideline. STEEP SLOPE: For steep slopes, use nine nails for each fall Presidendal shingle and apply 1' diameter spots of asphalt roofing cementunder each shingle tab. After applying 5 nails in between the nailing guide lines, apply 4 suds 1' above tab cutouts maldng certain tabs of overlying shingle cover nails 1' diameter asphalt roofing cement Figure 16-6. Fastentngy eddenfrol andFresidential TL Shake shingles on ltiw and standardslopes Figure 16-7.• FasteningFresidenfial arul Prr.3klential T/L Shake shingles on steep slopes. 6.9.1 Hip & Ridge for Presidential Shake', Presidential Shake— IR Presidential Shake TL1 Presidential Solarisl: 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners 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, 012 produces 97/s' x 131/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NPI"' adhesive or Henkel "PLC Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest, Cedar CrestTM' IR hip and ridge shingles. 6.10 1 HATTERAST": LOW, STANDARD AND STEEP SLOPE Figure 753 Faacning Hatless Shingles on Lou and Slandmd Slopes For lair and standard slopes, use file nails for each full Hatteras shingle as shmiv abme. 1. 1 -4— 1.1" rrgtrre 15-i: hadruiag lloaeras5hiaglcs oo ReepSlopes For steep slop, use me av'ls and eight spots of asphalt mufmg cement for each lull natteras shingle as shm abme Apph, I' 25mm) diameter span of moLng cement (ASM D 4556 71pe n suggested) under each mb corner. Press shingle into place; do not expose cement. CAUTION: Too much roofing cement can cause shingles to bnstan Evaluation Report 353Z.09.05-Ril Exterior Research and Design, LLG FL5444-R10 certTicate of Author nation #9503 FBC NON-HVHZ EVALUATION Revision 11:12108/2016 Page 10 of 12 6.10.1 Hip .& Ridge for Hatter2STm: 6.10.1.1 Option 1: Accessory for Hatteras Figure 15-14: IS three:piece units separate to make 54 Hatteras dcrzssory sbh*sl 6.10.1.2 Option 2: Cut Hatteras Shingles 9" 23D min) I I I I I I I 1 Cap Cap Cap P Shingle Shingle Shingle Shingle iTlNIll° I ERD Fasti 8 18' (460 mm) $Sam 203 ro)I- _ : `25mc 1 460 mm) t g '1V 2b1Z Figure 15-20 Cut Hatteras shingles to make cover cap • Figure 15-21: hutalla M of caps along hips and ridges. 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1T""' adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLAND SLATETm, HIGHLAND SLATETm IR: LOW AND STANDARD SLOPE STEEP SLOPE: Use FM nails andBICHP spots of asphaltrooftng cement" tot each TT44T. full &ghland Slate shingle For hfiamlAade, sin nails are required. ApplyI'diameter spots of asphaltroofing cementIlndrr each tabFcomer. Asphaltroofing cementmeeting AM D4596 Type II is suggested. M1imni- Dade iequ'ves 9XnaY( lwn.nails t'¢5 min) iridall ow ruder + !MXnastbwn s ndoulas s6wrn} T't SlXmalz( Mo nv3 inaabd c miler Mudes down} Figure. 0 3: Use FTPBrratlsforearry Wgblrmd Slate sbtngle, Fpg rve jj-R Use Ha naffs and atgbt spots ofmpbalt raojbrg cement under eacb tab corner. CAUTION; Excessive Ilse of roofing cement can curse shingles to blister. 6. 11.1 Hip & Ridge for Highland Slate- Highland Slate- IR: Refer to instructions herein for Cedar Crest"', Cedar Crest' IR or Shangle Ridge- hip and ridge shingles. Evaluation Report 353Z.09.05-R11 Exterior Research and Design, U.C. FL5444-R10 Certificate ofAutharization #.9503 FBC NON-HVHZ EVALUATION Revision 11:1Z/08/2016 Page 11 of 12 6.12 LOW AND STANDARD SLOPE Use FOUR nails for every full shingle located as shown below. lint i••--j • (25 inn} — — — ... , {25 inn}+- Crud' t56 min) 13-1 m I TRINITY I ERD STEEP SLOPE use TOUR nails and four spots of asphalt roofing cement for every full shingle as shown belon.. Asphalt roofing cement meeting ASTh1 D4586 Type U is suggested. ,apply 1"(25 mm) spots of asphalt roofing cement as shown. CAUTION: Excessive use of roofing cement can cause shingles to blister 15I a anftp cement I2-" Ud' +J-- 1 1fB --r— "g. -"I pu, d Pnzm l RM-) 6. 19.1 Hip & Ridge for PatriotTM: Refer to instructions herein for Cedar Crest", Cedar Crest" IR, Shadow Ridge', NorthGate or Shangle Ridge— hip and ridge shingles. 7. LABELING: 7. 1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7. 2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507. 2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Evaluation Report3532.09.05-Rll Exterior Research and Design, L.I.C.FL5444-R10 certficate o} Authorization #9503 FBC NON-HVHZ EVALUATION • Revision 11:12/08/7016 Page 12 of 12 3/2/2018 Florida Building Code Online MA V.-I L1 '131211Elt BCIS Home Log In User Registration I Hot Topics I Submit Surcharge Stats & Facts j Publications I FBC Staff BCIS Site Map I Links l Search Florida Product Approval ti 92 USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2017 FL# 15216 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL FL# y, Rag Manufacturer Validated By. Status FL15216-R3 Revision InterWrap, Inc. John W. Knezevich, PE Approved History Category: Roofing 954) 772-6224 Subcategory: Underlayments Hpprovea y u K. Hppluva uy -rn...... ... o.. ..., .., ., ,.., ......_ ............... I.._ Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility. Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send 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 Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: eCheek Credit Card Safe https://floridabuilding.org/pr/pr_app_lst.aspx 1/1 3/2/2018 Florida Building Code Online Fa` • ,`.,-,p ` -fie - ' ' UK BCIS Home Log In I User Registration I Hot Topics Submit Surcharge I Stats & Facts Publications I FBC Staff ( BCIS Site Map I Links Search Florida Product Approval era USER: Public User C ^nay il:Ci:: Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15216-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas@interwrap.com Authorized Signature Eduardo Lozano elozano@interwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 778) 945-2891 elozano@interwrap.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 09/30/2019 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL15216_R3_COI_2017_01_COI Nieminen.pdf Standard Year ASTM D1970 (tear) 2015 ASTM D226 (physicals) 2009 Sections from the Code https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yWKJZlQP,Adhy12u8kQGnf9ayHyTiLG8tWOuK8nwXA°/`3d%3d 1/2 3/2/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/10/2017 Date Validated 10/11/2017 Date Pending FBC Approval 10/15/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 15216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL15216_R3_II_2017_10_FINAL_ER INTERWRAP_RHINOROOF FL15216- Approved for use outside HVHZ: Yes R3.pdf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: See ER Section 5 for Limits of Use. Evaluation Reports FL15216_R3_AE_2017_10_FINAL_ER INTERWRAP_RHINOROOF FL15216- R3.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility. Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: cCheck Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yWKJZI QP,Adhyl2u8kQGnf9ayHyTiLG8tWOuK8nwXA°/a3d%3d 2/2 QITRINI-fY EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada EXTERIOR RESEARCH 8c DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 ERD OXFORD, CT 06478 PHONE: (203) 262-9245 FAX:(203)262-9243 Evaluation Report 140510.02.12-112 FL15216-R2 Date of Issuance: 02/17/2012 Revision 2: 04/27/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance ofthisEvaluationReportbythenamedclientconstitutesagreementtonotifyRobertNieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity 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 atthe job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: ,t_. .',.c:_ y'=` The fa6imle sealappearing was authored by Robert Nieminen, Robert J.M. Nieminen P.E. i, ,aJOu-V +`z P.F n04/27/2015. This does notserveasanelectronically signed document signed, sealed hardwpies have been transmitted to the Florida Registration No. 59166, Florida aDCA ANE1983 pmdudAppmval Administrator and to the named client CER- nFICATION 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. 5. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any projectonwhichthisEvaluationReport, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. F___110 TRINfIYIERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment roduced by Intenvrap, Inc., has demonstrated compliance with theComplianceStatement: RhinoRoof Underlayments, as pintentoffollowingsectionsoftheFloridaBuildingCodethrough testing in accordance with applicable sections of the followingStandards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Standard Year Section Properties 2006 1507.2.3, 1507.5.3,T1507.81 Unrolling, Breaking Strength, Pliability, Loss ASTM D226 1S07.8.3, 1507.9.3, 1507.9.5 on Heating 2005 1507.2.3, 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 1507.9:3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Reference Date EntityExamination 100539395COQ-006 10/27/2011 ITS (Tsf1509) Physical Properties 100539395COQ-002 10/27/2011 ITS(TST1509) Physical Properties 100539395COC--006 03/14/201411/17/2014ITS (TST1509) Physical Properties Control Inspection Report ITS (QUA1673) Quality 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTMD226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer ofRecordforanyprojectonwhichthisEvaluationReport, 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 referencedwithinFBCapprovaldocuments. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: RoOF COVER OPTIONS Asphalt Wood Shakes Slate or Underlayment Nail -On Tile- Foam -On Tile Metal & Shingles Simulated Slate Shingles RhinoRoof U20 Yes No No Yes Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and therequirementsforASTMD226, Type I or II or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Evaluation Report 140510.02.12-RZ Exterior Research and Design, LLC. FL15216-RZ Certificate of Authorization #9503 Revision Z. 04/Z7/2015 Page 2 of 3 8. 11 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-incdiameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The 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/orthe use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attachedpendingattachmentofthebattensonthesameday. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Double Layer; 2.12 < Roof Slope <4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. BUILDING PERMIT REQUIREMENTS: As required bythe Building Official orAuthorrty 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. QUAUTYASSURANCE ENTITY: Intertek Testing Services NA Inc: ETL/W arnock Hersey — QUA1673; (604) 520-3321 Exterior Research and Design, LLC. certITIcate of Authorization #9503 END OF EVALUATION REPORT - Evaluation Report 140510.02.12-112 FL15216-R2 Revision 2: 04/27/2015 Page 3 of 3 4/19/2018 Florida Building Code Online fl:Ag gr BCIS Home I Lag In User Registration I Hot Topics I Submit Surcharge I Stats & Facts Publications I FBC Staff BCIS Site Map le Links • Search Florida i; Product Approval USER: Public User4D1., r Product Approval Menu > Product or Appliwtlon Search > Application List , Search Criteria Refine S Code Version 2017 FL# ALL Application Type ALL Product Manufacturer MILLENNIUM METALS INC. Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing S Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL searcn Itesui w Iicduuns Validated By Statu FL# Type Manufacturer FL11817-R3 Revision MILLENNIUM METALS INC. Category: Roofing Steven M. Urich, PE 717) 317-8454 Apprc History Subcategory: Roofing Accessories that are an Integral Part of the Roofing System FL19567-RI Revision MILLENNIUM METALS INC. Category: Roofing Steven M. Urich, PE 717) 317-8454 Apprc History, Subcategory: Roofing Accessories that are an Integral Part of the Roofing System FL25681 New MILLENNIUM METALS INC. Steven M. Urich, PE Apprc Category: Roofing 717) 317-8454 Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Approve. uy uorn. nNywvao w •• ,• "„ "•'.. _.. _.._ ._-...__ _, ___ . _ _ Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyyht 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. Inscontacttheofficebyphoneorbytraditionalmall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licelicensedunderChapter455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. Howemailaddressesarepublicrecord. 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 dete if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 31591 eCheck Credit Card Safe httns_//floridabuildinq.orq/pr/pr app_Ist.aspx 1/1 4/19/2018 Florida Building Code Online i m 9 a s'. 0 BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map Links I Search I bFloilda Product Approval USER: Public User 7. i*..i':Ft114'hMFi7:Fl Product Approval Menu > Product or Application Search > Application List > Application Detail FL FL19567-R1 Application Type Revision Code Version 2017 Application Status Approved Comments Archived — Product Manufacturer MILLENNIUM METALS INC. Address/Phone/Email 10200 Eastport Road Jacksonville, FL 32218 904) 358-8366 tonyac@mmi2000.net Authorized Signature James Buckner jimmy@cbuckinc.net Technical Representative Tonya Steele Address/Phone/Email 10200 Eastport Road Jacksonville, FL 32218 904) 358-8366 tonyac@mmi2000.net Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the James L. Buckner, P.E. @ CBUCK, Inc. Evaluation Report Florida License PE-31242 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 09/21/2026 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL19567 R1 COI COI CertOf dndep James Buckner,P.E. sc6.Ddf 1708.2 https://fioridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ.wtDgs%p2fmG,FovT6raUK56asD162kmWdMVn5Ab79SDOcYmH%2bugw%3d%3d 1 4/19/2018 Florida Building Code Online Product Approval Method Method 2 Option B Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 12/17/2017 12/18/2017 12/22/2017 02/13/2018 FL # Model, Number or Name Description 19567.1 MMI Off Ridge Vent Steel or Aluminum off ridge vent for shingle roofs mechanically attached to plywood deck. 2, 4', 6', 8', 10' nominal lengths Limits of Use Installation Instructions Approved for use in HVHZ: No FL19567 R1 II 01 17-196-MMI ORV-ER6-.pdf Approved for use outside HVHZ: Yes Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. Impact Resistant: No 31242 Design Pressure: +N/A/-70.0 Created by Independent Third Party: Yes Other- Refer to evaluation report for conditions and Evaluation Reports limitations of use. Refer to manufacturer's installation FL19567 R1 AE 01 17-196-MMI ORV-ER6-.pdf instructions as a supplemental guide for attachment. Created by Independent Third Party: Yes 19567.2 MMI Off Ridge Vent & Attached Steel or Aluminum off ridge vent & Permanent Baffle Permanent Baffle Limits of Use Installation Instructions Approved for use in HVHZ: No FL19567 R1 II 02 17-196-MMI-VPB-ER6.pdf Approved for use outside HVHZ: Yes Verified By: James L Buckner 31242 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +NA/-70 Evaluation Reports Other: FL19567 RI AE 02 17-196-MMI-VPB-ER6.pdf Created by Independent Third Party: Yes 19567.3 Optional Attached Baffle Steel or Aluminum optional attached baffle for MMI off ridge vent Limits of Use Installation Instructions Approved for use in HVHZ: No FL19567 R1 II 03 17-196-MMI-OB-ER6.pdf Approved for use outside HVHZ: Yes Verified By: James L Buckner 31242 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +NA/-70 Evaluation Reports Other: FL19567 R1 AE 03 17-196-MMI-OB-ER6.pdf Created by Independent Third Party: Yes 19567.4 Retro Baffle for MMI Off Ridge Vent Steel or Aluminum Retro baffle for MMI off ridge vent Limits of Use Installation Instructions Approved for use in HVHZ: No FL19567 R1 II 04 17-195-MMI-Retro-ER6.pdf Approved for use outside HVHZ: Yes Verified By: James L Buckner 31242 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +NA/-70 Evaluation Reports Other: FL19567 R1 AE 04 17-195-MMI-Retro-ER6.pdf Created by Independent Third Party: Yes 13aclt fvext Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: B50-487-1824 The State of Florida is an AA/EEO employer. Copyritl ht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department. with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: - eCheck Credit Card Safe httDS://floridabuildinq.orq/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs%2fmGFoyT6raUK56asD162kmWdMVn5Ab79SDOcYmH%2bugw%3d%3d S 3eclalN Struc Lwc!d EnQIneerinq Evaluation Report MMI Off Ridge Vent Manufacturer: CBUCK, Inc. Certificate of Authorization #8064 Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval FL 19567.1111 Florida Building Code 6th Edition (2017) Per Rule 61G20-3 Method: 2 - B Category: Roofing Sub - Category: Product: Material: Support: Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Report No. 17-196-MMI-ORV-ER6 Date: 12 / 15 / 17 Contents: Evaluation Report Pages 1— 7 Roofing Accessories that are an Integral Part of the Roof System M M I Off Ridge Vent Steel or Aluminum Wood Deck Facsimile of digital copy signed by James L. Buckner, P.E. Electronically signed and sealed documents shall comply with the provisions of FAC Rule 61G15-23. y1111111lrr// L.. BUCK No 31242 Luz T' STATE OF 441 FCORIV 0N AL```• rrrrlllll` A CBUCK, Inc. — Palm Beach County, Florida 2017.12.15 09:08:10-05'00' Phone: (561) 491-9927 • Email: cbuck@cbuckinc.net • Website: www.cbuckinc.net Main Office: 1374 Community Drive, Jupiter, Florida 33458 SpeclaftW StrucP xcW engrieerM Manufacturer: Millennium Metals, Inc. Product Name: MMI Off Ridge Vent Product Category: Roofing FL #: FL 19567.1 R1 Date: 12 / 15 / 17 Report No.: 17-195-MMI-ORV-ER6 Page 2 of 7 CB LICK, Inc. Certificate of Authorization #8064 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 Off Ridge Vent 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 structural components: Evaluated: 1. Off Ridge Vent 2. Fasteners 3. Roof Cement Support: Type: Wood Deck Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: 15/32 (min.) or greater plywood, or Wood plank (min. specific gravity of 0.42) Slope: 2 : 12 or Greater Performance: Wind Uplift Structural Resistance Design Uplift Pressure: - 70 PSF Allowable design pressure for allowable stress design (ASD) with a margin of safety of2to1. Sppcldlty Structural EncglneF+rinq FL #: FL 19567.1 R1 Date: 12 / 15 / 17 Report No.: 17-195-MMI-ORV-ER6 Page 3 of 7 CB LICK, Inc. Certificate of Authorization #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. ASTM E330-02 — Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 6th Edition (2017), Section 1708.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements of Scope: the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and Scope of "Limitations and Conditions of Use' for this evaluation_: Conditions of Use: This evaluation report for "Optional Statewide Approval contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval'. Option for application outside "Limitations and Conditions of Use" Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. Refer to applicable building code section 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 components in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA 1824). Attachment Ridge Vent: M M I Off Ridge Vent FL #: FL 19567.1 R1 Date: 12 / 15 / 17 Report No.: 17-195-MMI-ORV-ER6 Page 4 of 7 Spe4=c5 J Structural E:nglneberM CBUCK, Inc. Certificate of Authorization #8064 Components/Materials Material Type 1: Steel by Manufacturer): Thickness: 26 gauge (min.) Yield Strength: 40 ksi min. Corrosion Resistance: Aluminum Zinc Coated Steel per ASTM A792 AZ 50, or Galvanized Steel per ASTM A653 G-90, or Pre -painted Steel per ASTM A755 or Per FBC Section 1507.4.3 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 length to meet min. penetration through deck) Penetration Through: 3/16" min. through wood deck Edge Distance: 1-1/2" min. from edge of deck Corrosion Resistance: Per FBC Section 1506.5 Standard: Per ASTM F1667 Alternate Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Hex -Head Wood Screw Size: #10 (x length to meet min. penetration through deck) Penetration Through: 3/16" min. through wood deck Edge Distance: 1-1/2" min. from edge of deck Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.4 Installation: Structural Installation Method: Speclatty Structures Eng1neer1ncq FL #: FL 19567.1 R1 Date: 12 / 15 / 17 Report No.: 17-195-MMI-ORV-ER6 Page 5 of 7 CBUCK, Inc. Certificate of Authorization ##8064 Refer to drawings on Pages 6-7 of this report.) Position vent flange beneath loosened shingles and align with deck opening. Attach vent perimeter flanges to deck with nails or screws spaced 8" ox. maximum and 4-1/2" from each end. Minimum fastener penetration thru bottom of support, 3/16". Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. ASTM E330-02 Uniform Static Air Pressure Difference Test Architectural Testing, Inc.(FBC Organization #TST ID: 1527) Report #: F3167.01-450-44, Report Date: 12 / 15 / 15 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) Installation Method Millennium Metals, Inc. MMI Steel or Aluminum Off Ridge Vent Attached to Wood Deck Speclatty Struchir eig EnglnperinQ Profile Drawings 1211 UH Side View (Not To Scale) NMI Off Rdge Vent Steel orAluninum) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 nin. V\bW Screws Lower Slope Front) FL #: FL 19567.1 R1 Date: 12 / 15 / 17 Report No.: 17-195-MMI-ORV-ER6 Page 6 of 7 CBUCK, Inc. Certificate of Authorization #8064 Typical Fastener(s) 11 Gauge Pong Shank Roofing Nail OR 10 nin. V1bod Screws Typical Cross Section View (Not To Scale) 3" Hgher Slope Back) Installation Method Millennium Metals, Inc. MMI Steel or Aluminum Off Ridge Vent Attached to Wood Deck Sppctalhj StructurcM EncjIn2erinq i 9' o.c. Typical, Ma>drrum Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 nin. Mod Screm Top Plan View (Not To Scale) Typical Fastening Pattern) Nominal L&Yjft 4 Ft l el 6 R. 8 Ft e\" 10 Ft. l • FL #: FL 19567.1 R1 Date: 12 / 15 / 17 Report No.: 17-195-MMI-ORV-ER6 Page 7 of 7 CBUCK, Inc. Certificate of Authorization #8064 4112' I 4- Base Flange iQG y / 1 Typical Fastener(s) 1Gauge Ring Shank Roofing Nail OR 10 min. Mod Screm Typical Ridge Vent Assembly Isometric View (Not To Scale) 3/2/2018 Florida Building Code Online fit , BCIS Home Log In user Registration I Hot Topics I Submit Surcharge Stats & Facts I Publications FBC Staff I BCIS Site Map Links I Search b a ProductApproval z _ USER: Public Userde; Product Approval Menu > Produd or Application Search > Application List Search Criteria Refine Search Code Version 2017 FL# 17867 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL bearcn rcesuas Ap 11 LIU — FL# Type Manufacturer Validated By. Status FL17867-R1 Revision Lott's Concrete Products Category: Structural Components Thuy H Huynh 813) 645-0166 Approved History. Subcategory: Products Introduced as a Result of New Technology APProvea oy uor,. ,vpp,u - uy vo -— --- ---- .-.,.._,. , ..-' -- -. -- Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyri ht 2007-2013 State of Florida.:: Privacy Statement.:: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they haveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M MEMO F7 sChcck M Credit Card Safe https://floc dabuilding.org/prlpr_app_Ist.aspx 1/1 3/2/2018 Florida Building Code Online mn BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats & Facts ( Publications I FBC Staff I BCIS Site Map I Links Search Florid6D- vr!3 Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL17867-R1 Application Type Revision Code Version 2017 Application Status Approved Comments Archived - Product Manufacturer Lott's Concrete Products Address/ Phone/Email P.O. Box 77125 Winter Garden, FL 34777 407) 656-2112 precast98@aol. com Authorized Signature John Hoy jhoy@florida- engineer.com Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Structural Components Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the John Hoy Evaluation Report Florida License PE-55312 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 11/01/2023 Validated By Thuy H Huynh Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL17867 RI COI FES Letter of Independence.pdf Standard Year ACI 318 2014 ACI530 2013 ASCE 7 2010 https:// floridabuilding.org/pr/pi_app_dti.aspx?param=wGEVXQwtDgt2ZOX6B2Y1 Ut7sLOYPCCEHfitaXBIR74C9WKGZFr%2f1 cg%3d%3d 1/2 3/2/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/14/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/26/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 17867.1 Lintel 8" Precast / Prestressed Lintels Limits of Use Installation Instructions Approved for use in HVHZ: No FL17867_Rl_II_FES Letter of Installation.pdf Approved for use outside HVHZ: Yes Verified By: John Hoy PE 55312 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL17867_Rl_AE_8in Shops and Load Tables.pi f FL17867_R1_AE_FES Letter of Evaluation 8in.pdf FL17867_Rl_AE_FES Letter of QC.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Lop yj lght 2007-2013 State of Florida.:: Privacy Statement :: Accessibility. Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: eCheck Credit https://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgt2ZOX6B2YIUt7sLOYPCCEHfltaXBIR74C9WKGZFr%2flcg%3d%3d 2/2 M ng!qSo - 9 U t 1 0 17D 5 'W1 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. Ronda Engineering SoMons jnc. — CA No. 26300 — (MaiD: PO eox lLZ (rnysicaq: -imcu .ui icy OL — « San Antonio, FL 33576 — Pit 352 / 588 — 5311 F)c 3521588 — 5411 Web: www.florida-engiheer.com 1B - J(:) 3 71 1515lightyears, Inc 776 Bennett Drive Longwood, Florida 32750 June 1, 2018 To: Local Building Department RE: Blower Door Test & Duct Leakage Test Reports To whom it may concern, 1, 19 htyears This letter is to request that the attached forms be accepted for compliance of the 2017 Florida Building Code statute R402.4.1.2 Envelope leakage testing (Blower Door Testing) and R403.3.3 Duct testing. The attached forms were provided by the Florida Building Commission as the accepted forms to be submitted. These forms are listed on the 2017 Florida Building Code, Energy Conservation Technical Assistance Manual, Document Number: TAM-2017-1.0, released February 02, 2018, pages R-78 through R-80 (page numbers 159-161). Web link provided for quick access to the TAM document https://tinyuri.com/2017FBC-TAM These forms meet all three required Residential Energy Efficiency Compliance Paths listed under R401.2, Prescriptive, Performance, and Energy Rating Index (ERI) paths. We are working with building departments across Florida to standardized the form submittal process and would like your department to allow these forms to meet compliance. If there are any issues with accepting these forms, please reach out to me directly and I will ensure that we submit any specific form that you will require. Tim Smith (407)-951-3236 tsmith@151ightyears.com Respectfully, Timothy`Sfnith 15 Lightyears, Chief Operations Officer Energy Technical Advisor RESNET Quality Assurance Designee IECC Residential Energy Inspector/ Plans Examiner Member, Building Officials Association of Florida Member and Code Development Committee participating member. Also, representative to the Florida Building Commissions, Energy Technical Advisory Committee for the BOAF- CDC Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: ('A-,r rA- ')r ,,AFL _ ,l ( Permit #: Builder: '` ( n NAoWf2, Community: Y.,T,\kq A Address: Unit: City: j, , , State: Zip: 2 -) 7 71-, Company Name: 15 Lightyears, Inc Phone: (855)438-1515 1 hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements a ding to the li e method selected above. Signature of Test Date of Test: ` I I ` Z01 Printed Name of Tester: Austifi,,81ankenship License/Certification #: J87RSA Issuing Authority: RESNET Copy of License / Certificate of the tester must be attached) Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition System 1 cfm25 System 2 cfm25 System 3 cfm25 Sum of any additional systems cfm25 Total of all systems cfm25 Company Name: 15 LightVears, Inc Phone: (8 55) 438-1515 1 hereby verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: ' I' ` Z0 ) Printed Name of Tester: A ?tin Blankenship License/Certification #: J87RSA Issuing Authority: RFSNFT Copy of License / Certificate of the tester must be attached Certificate Achievement THIS ACKNOWLEDGES THAT Austin Blankenship HAS MET THE STANDARD REQUIRED BY RESNET, AS A CERTIFIED RATING FIELD INSPECTOR Certification Date: 05/07/2018 Certification Expires: 05/07/2021 RFI # J87RSA Tim Smith, RESNET Quality Assurance Designee 15 10 htsffearsU '7 RESNET QA Provider # (1998-199) DESCRIPTION AS FURNISHED: Lot 39, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. BOUNDARY FOR / CERTIFIED TO: Jennifer Nguyen; NVR Inc. dbo Ryan Homes; Stewart Title Guaranty Company; NVR Settlement Services, Inc.; Quicken Loans, Inc, ISAOA LOT 32 I LOT 31 LOT 33 I REC. 1/2" I.R. I I n , » S 00 19 09 E I I REC. 1/2" I.R. I NO I.D. 60.00' NO I.D. 0.4' OFF LOT 39 PVC 37.13' 37.73' FENCE 10.00' 18.7' 21.3' COV'D. CONC. n LOT 38 O O 21.3' 10.00' LOT 40 h LO ICJ O O L6 TWO STORY Z LO RESIDENCE F.F.= 28.20' 00 0.2' d OFF 3.0'x3.0' AC PAD I 10.00' 1 18.7` COV'D. CONC. 10.00' Lo 12.0' N ` O 19.3' 10.00' BRICK BRICK OR. 27.20 WALK 25.20' 25.8 7' 6 174.95' , , 0.2' 10' UTIL. ESMT. L6 h 0.2' P. C. s OFF OFF REC.! I.R.# 5' CONC. WALK REC. 1/2" I.R. 0I.D. 1/ LD 4671 S 00019'09" E (B.B.) 60.00' yo , CRAWLEY DOWN LOOP LSO (50' PRIVATE R/W) p BUILDING SETBACKS: AS FURNISHED' PROPOSED = FINSHED SPOT GRADE ELEVATIONS FRONT = 25 PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR = 20' PROPOSED DRAINAGE FLOW GFO IMPERVIOUS COVERAGE = 2,524.39E SQUARE FEET OR 36.599 SIDE: = 5' FOR 40' LOTS LOT GRADING TYPE AQ 5 PROPOSED FINISH FLOOR PER PLANS = 28.2' LIVING AREA CONTAINS TAINS StE SQUARE FEET SIDE` = 10' FOR 75' LOTS 25' QQ CONC/LANAI/PORCH CONTAINS 810.59E SQUARE FEET SIDE. STREET = CR USENMEE R-ISCOTT ASSOC, INC. - LANI ,SUR V'YORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P PLAT P.O.L.POINT ON LINE F = FIELD TYP. • TYPICAL NOTES: I.P. =IRON PIPE - P.R.C. = POINT OF REVERSE CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF LR. = IRON ROD P.C.C. •POINT OF COMPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STAYUFS C.M. = CONCRETE MONUMENT 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VALID. N.R, NON -RADIALSETLR. I.R. w/NLB 4596 WP NON -RADIAL WF. _ WITNESS POINT 3. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONSREC. •RECOVERED RECOVERED P.O.B. .POINT OF HEO[NNWG CALC. = CALCULATED P.O.C. POINT DF COMMENCEMENT PRM PERMANENT REFERENCE MONUMENT OR EASEMENTS THAT AFFECT THIS PROPERTY. 4. NO UNDERGROUND IMPROVEMENTS H4VEBEEN LOCATED UNLESS OTHERWISE SHOWN. Q = CENTERLINE FF. • FINISHED FLOOR ELEVAT10N 5, THIS SURVEI'IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. N&D = NAIL 6 DISK BSL BUILDING SETBACK LINE 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. R1W RIGHT-OF-WAY BN, • BENCHMARK ES HT = EASEMENT B,B. • BASE BEARING 7. BEARINGS, ARE BASED. ASSUPIED D91JM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) DRAIN, DRAINAGE 8. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. UTIL. UTILITY CLFC = CHAIN LINK FENCE 9. CERTIFICATE OP.AUTHORIZATION Na 4596. VDFC. WOOD FENCE C/B CONCRETE BLOCK POINT OF CURVATURE SC LE I—1" 20DRAWN BY.' •t• No p[ P,T, = POINT OF TANGENCY DESC, DESCRIPTION R RADIUS CERTIFIED BY f DATE PLOT PLAN 12-12-17 ORDER _ ... _.. .-. 5615- 17 L = ARC LENGTH n DELTA HORD'a FORMBOARD FOUNDATION/ELEVS.. 05-29-2018 FINAL./ ELEVS. OS-26-2018 3444- 18 5759- 18 C. D. ^ CHORD BEARING NORTH a" THIS BUILDING/PROPERTY DOES NOT L/E WITHIN FIRM" v TOM X. GRU P R L S. 4714 THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER R.. L.S ' 480 i' JAMESW. SCOIt, R. ZONE " X" MAP I 12117CO09OF (09-28-07) 1 a CITY OF SANFORD BUILDING,$ FIRE PREVENTION 3i PERMIT°APPLICATION Application No: —a Documented Construction Value: $ Job Address: Historic District: Yes No Parcel ID: Residentiato Commercial Type of Work: New Addition Alteration Repair Demo Change of Use p -Move I Description of Work:ri5 C;T A L t i'1e 1 tsJ r Plan Review Contact Person: Title: Phone: FaxlU1 , 0..3313-385.3: Email• 'IU CQK r Pro e;,rty O et' Information Name 0"A G. - V Phone: Street: al- Resident of property? City, State Zip:",. Zj Contract©r Information Name _ _ ' Phone: Street: 2 O FS O' Fax: _21 - less City, State Zip:15arll " ' State License No.: Architect/Engineer Information Name: __ Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: _ Mortgage Lender: .... Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Pennit 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 , iat work will be done in compliance with all applicable. laws regulating: construction and zo g_ Signature of Owner/Agent Date Sig . fc of Contractor/Agent Print Owner/Agent's Name SignatureRof Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID CHERYL D AKERS MY COMMISSION # FF998962 EXPIRES June 05, 2020 Contractor/Agent'is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: _ Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # ofAmps Plumbing - # of Fixtures_ Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes NO APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: WASTE WATER: BUILDING: Revised.]une 30,2015,