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HomeMy WebLinkAbout3677 Crawley Down Lp 18-686; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100000 DATE: February 02, 2018 BUILDING APPLICATION #: 18-10000087 BUILDING PERMIT NUMBER: 18-10000087 UNIT ADDRESS: CRAWLEY DOWN LP 3677 17-20-31-5VC-0000-0610 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 RD H-20 ORLANDO FL 32811 LAND USE: KENSINGTON RESERVE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3677 CRAWLEY DOWN LOOP/ KENSINGTON RESERVE LOT 61 SFR DETACHED FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing .00 1.000 dwl unit .00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD PARKS N/A Family Housing 5,000.00 1.000 dwl unit 5,000.00 LAW ENFORCE N/A . 00 DRAINAGE N/A . 00 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 CALENDARCA DAYS OF THE DATE ABOVE, BUT NO LATER THAN V 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 'SOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE REQUEST FOR TUG & PREPOWER AGREEMENT Date: Z ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Project Name: Kensington Reserve Project Address: Building Permit #: I S — CDn Y_ Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Robert Lattanzi - Ryan Homes Print Name' f Owner/Ten Signature of ner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: f CALLED INTO: Rev. 02/10/15) Robert Lattanzi - Ryan Homes Print Nam o en. Co tra Signature of Gen. Contractor CBC1257565 Gen. Contractor License # Scott L Easterbrook - Palmer Electric Print Name of El. Contractor ignature of El. Contractor EC0003096 El. Contractor License # Progress Energy 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: 18-0918 Parcel ID Number: 17-20-31-5VC-0000-1250 GRANT i1ALAYr SEMINOLE COUNTY CL.I . OF CIRCUIT COURT & COMPTROLLEREI( 9100 F's 1345 (09.s ) CLERK'S T 2018034520 RECORDED 03/29/2018 12:33:1.1 1"'11 RI::C'fIRD1h1G FEES $10.00 RECORDED BY hdevore The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Lot # 125 of Kensington Reserve 3773 Crawley Down Loop 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of Single Family Home Residential 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd, Suite H-20 Orlando FL 32811 Interest in property: Fee Simple Title Holder (if other than owner listed above) Name: NA Address: 4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number: 407-692-9820 v Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 5. SURETY (If applicable, a copy of the payment bond is attached): Name: NA Address: Amount of Bond: 6. LENDER: Name: Phone Number: Address: 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 ArirlrPct• 4307 Vineland Rd Suite H-20, Orlando FL 32811 rrRTiFIFn rnpy GRANT IVIALOY 8. In addition, Owner designates of CLERK OF THE CIRCUIT COURT to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number:' 017411 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMM E14CEM ERT '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. btti Dayna Whitson Assistant Secretary Signature tffimer or Lessee, or Owner's or Lessee's (Print Name and Provide Signatory's Title/Office) Authori d Officer/Director/Partner/Manager) State of Florida County of Orange The foregoing instrument was acknowledged before me this 7- day of b2i , 20 18 by Dayna Whitson Who is personally known to me CY, OR Name of person making statement who has produced identification type of identification produced: TRACI LEIGH MCDONALUh. C,. ter. N)YrCOiJN ISSIUt. # FF92501 v,+,w..••'°` EXPIRES October 06. 2019 t .7p7) `s 3-ii'5s FloridaPoo!n'ySewice; cun Notary Signature S a Job Address: 3677 Crawley Down Loop Parcel ID: 17-20-31-5VC-0000-0610 Type of Work: New 0 Addition CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: - CAA Documented Construction Value: S 3(76PSY 00 Historic District: Yes No 0 Residential Q Commercial Alteration Repair Demo Change of Use Move 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 Name NVR, Inc, dba Ryan Homes Street: 4307 Vineland Rd # H-20 City, State Zip: Orlando FL 32811 Contractor Information Phone: 407-692-9820 Fax: 407-692-9821 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design Street: 1441 N Ronald Reagan Blvd City, St, Zip: Longwood FL Bonding Company: Address: N/A Phone: 407-774-6078 Fax: E-mail: brian@abdesigngroup.com Mortgage Lender: Address: N/A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction j rstand.ithat,a,separate permit'must be= secured, -forr elecYrichl.work, plumbing,, signs, wells, pools, in this :urisd cttan=errI unde 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 $ \-3wt)` Permit Application 60 1' NOTICE: In addition to the requirements of this permit, 'there may be additional restrictions applicable to this property that may be I found in the pubdic•records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agenci'e'su:'0.1 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. 1 r1 /31 /2018 1 /31 /2018 Signature oe n-P Date Signature o o r/Agent Date Tracy McDonald Pri% nt Owner/Agent's Name 1/ 31/2018 Signature of Notary -State of Florida Date Pcv r e MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 EXPIRES: January 17, 2021 5 !° Bonded Tnru Budget Notary Services Owner/ Agent is X Personally Known to Me or Produced ID Type of ID Tracy McDonald Print Contractor/Agent's Name 1 / 31 /2018 Signature of Notary -State ofFlon Date otA4Y'! e ^ MEAGANLYNN OWLER MY COMMISSION # GG 063253 vy° z EXPIRES. January 17.2021 rF or r C, bonded Tnru Budget Notary Services Contractor/ Agent is x Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building k Electrical Ef Mechanical D< Plumbing5d Gas[] Roof Construction Type: J g Occupancy Use: Z.3 Flood Zone: e 5 h i i rgCN Total Sq Ft of Bldg: 223(01-1Min. Occupancy Load: 171 # of Stories: 2 New Construction: Electric - # of Amps ? _-V Plumbing - # of Fixtures f Fire Sprinkler Permit: Yes No 54"" # of Heads APPROVALS: ZONING: o UTILITIES: ENGINEERING: V T rL FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious .area shown on plan. ,9-7.9 Savtta ( Rosa - G , CxI _ Fire Alarm Permit: Yes Nog WASTE WATER: BUILDING: 4 i -?..' 1 % Revised: June 30, 2015 Permit Application O FER 1401ii iuY y t. Job Address: 3677 Crawley Down Loop CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: - o Documented Construction Value: $ 89,046 Historic District: Yes No 0 Parcel ID: 17-20-31-5VC-0000-0610 Residential X Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: 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: Street: 4307 Vineland Rd # H-20 Fax: City, State Zip: Orlando FL 32811 t07-692-9820 407-692-9821 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design Street: 1441 N Ronald Reagan Blvd City, St, Zip: Longwood FL Bonding Company: Address: N/A Phone: 407-774-6078 Fax: E-mail: brian@abdesigngroup.com Mortgage Lender: Address: N/A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in-this,jurisdictionkiiI ,understandithat. a separate permit: must be secured -forlelecg, cal 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 prope'rty.that maybe 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 agenetbs 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. ee1 /31 /2018 1 /31 /2018 Signature of a gen Date Signature o o r/Agent Date Tracy McDonald Print Owner/Agent's Name J 1 /31 /2018 Signature of Notary -State of Florida Date o,'rnv pl"4 r MEAGAN LYNNE FOVILER MY COMMISSION # GG 063253 T oz EXPIRES: January 17. 2021 Por F`-` Bonded Tnru Budget Notary Services Tracy McDonald Print Contractor/Agent's Name 1 /31 /2018 Signature of Notary -State of Florist Date av Pug, MFAGAN LYNNc OVJLER 2 MY COMMISSION # CG 063253 EXPIRES: January 17.2021 yrFOF F° Bonded ThruBudoel Notary Services Owner/ Agent is x Personally Known to Me or Contractor/Agent is X Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No UTILITIES: 04 /! WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application 1 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Vicky Otero Firm: NVR, Inc. Address: 4307 Vineland Road #H20 City: Orlando State: FL Zip Code: 32811 Phone: 407.692.9820 Fax: 407.692.9821 Email: votero@nvrinc.com Property Address: 3677 Crawley Down Loop Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-0610 Phone Number: 407.692.9820 Email: votero@nvrinc.com The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) prcepi ai 4 oF'66ALUSE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 009O F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway 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# 18-686 Reviewed by: Michael Cash, CFM Date: February 13, 2018 Application for Paved Driveway, Sidewalk or WalkwayIncluding Right -of -Way Use & I,ORID g 9 Y 1$»— ,;Landscapin.g in ;Right ®f-Way www.sanfordfl.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or • sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other o jurisdiction's right-of-way. All requested information below as well as a current surrey, site plan or plat clearly identifying the Know w sbelow. size and location of the existing right—of-way and use shall be provided or application could be delayed. Call before you dig. Project Location/Address: 3677 Crawley Down Loop, Sanford, FL 32773 2. Proposed Activity: X Driveway Walkway Other: 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 Vinela i Phone: (407) 692-9831 Orlando, FL 32811 Fax: Print Name: Tracy McDonald 1-1 Emergency Repairs Email: trmcdona@nvrinc.com Date: 01/31/2018 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 Signature: Pre -pour Inspection by: Application No: _ Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit. Conditions: rstand the above statement and by signing this application I agree to its terms. Date: 01 /31 /2018 This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Date: Official Use Only Fee: Date: Date: Date: Date: Z-13.Zolb Date.'.:.,, , November 2015 Nuvv use unveway.por 31 /20t3 OavldJahr n,CIA woa,,,r -. fiEn.t cpUFtorrnr. SCPA Parcel View: 17-20-31-5VC-0000-0610 Property Record Card Parcel: 17-20-31-5VC-0000-0610 Property Address: 3677 CRAWLEY DOWN LOOP SANFORD, FL 32773 cr€Frr •,;, "1i`3'" pYx,r -_.,., r ,,:. `.. fir.. a. ;.... ...,. ........,,...{: . t r s€hc< r.1 e; ,rD.r r r i .. Value Summary I 92.50 V o z 00 N 61 W 117.51 0 Seminole County GIS 2018 Working 2017 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) W $ 14 000 14,000 Land Value Ag j Just/Market Value " 14,000 14.000 T Portability Adj Save Our Homes Adj j $0 0 Amendment 1 Adj 1 $0 0 A &G Adj 0 I $0 Assessed Value i $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 Legal Description LOT 61 KENSINGTON RESERVE PB 81 PGS 86-92 Taxes.__.____.__........._.,. Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 14 000 € 0 14,000 Schools 14,000 1 0 14,000 City Sanford 14 000 0 14,000 SJWM(Saint Johns Water Management) I 14,000 0 I 14,000 County Bonds 14,000 0 14,000 Sales Description Date Book Page Amount Qualified Vac/Imp No Sales Find Comparable files Land I Method Frontage Depth Units Units Price Land Value LOT 1 I $14,000.00 14,000 Building Information E Permits Permit # Description Agency Amount CO Date Permit Date http://parceldetail.scpafi.org/Parcel Detail Info.aspx?PID=1720315VC00000610 112 77, A-113 /20 ,t SCPA Parcel View: 17-20-31-5VC-0000-0610 Extra Features kw... x , t • ;iGDescription No Permits Built' srr ( Units Value °` " ` ,. a' I New Cost " No Extra Features http://parceidetail.scpafl.org/ParcelDetaillnfo.aspx?PID=1720315VC00000610 212 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: . is 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: V L ' 2-1 1 Street Address) Expiration Date for This Limited Power of Attorney: May 20,2018 License Holder Name: Robert Lattanzi State License Number: Signature of License E STATE OF FLORIDA COUNTY OF Orange S4 The foregoing instrument was acknowledged before me this 3l day of Tm+ -, , 200 10, by Robert Lattanzi who is mpersona ly known to me or who has produced as identification and who did (did not) take an oath. Notary Seal) PR'( Pu& MEAGM LYNNE FOWLER r ' MY COMMISSION # GG 063253 N, , o E;(PIRES: January 17,2021 yre or F,, Bonded Thru Budget NOtary Sery ces Rev. 08.12) Signature K4E-AGA-N Ulf- Print or type name Notary Public - State of 44 pA Commission No. My Commission Expires: J .1-(y I Z o 2 1 SQ.FT. CALC.SS IST FLR, LIVING 1,264 SQ FT. 2N0-FLRIL(VING 1]96 5a FT. - TOTAL LIVING 2,560 Ga FT. ENTRY 114 5Q FT. GARAGE 453 Sa FT. LANAI 242 Sa FT. TOTAL 3-A69 Sa FT. CC.raa3(T AND CLADDIINQ Ian LOADS 94810 VO D EM09..E FOR a aE00 D Guars CALL. 80UAFE tWN/Dn 020 iOE W MN WIND FOOTAGE DI®aTLMTraN WWDTTI I N90M 1 112 kv -0' IV 84' 5 26OW-32bs 2 24 3080 OR 36' W. 4 30Z8/-32.18 3 19 26-5H 38' 1. 4 3051/-33Z 3A I M 26-5H 38' 12' 5 3051/-4005 4 33 2) 25-5N 16• 63' 5 2VU-31.13 5 50 3) 25-614 114' 63' 5 2635/-3325 5A 50 6080 6GD 14 W. 4 285fi/-3M 6 33 2) 25-SH 16, 63' 4 234U-3211 WIND DESIGN CRITERIA A BASIC WIND SPEED MPH (3 SECOND GUST) WLT.150 / VASO. 116 MPH B. INTERdAL PRESSURE GOEFFICENT- 18 C. RISK CATEGORY.TYF'E II D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Wlt DESIGN WIND SPEED. FBCR 6TI4 ED. (2011) ALLOWS THESE PRESSURES TO BE MULTII'LIED BY 0.6 TO MEET TI-E ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. NOTE: L PRIOR TO DRYULALL WTALLATION CH ALL FRAMING MU IIM T0 FROM TE FNZW FLOOR UALL BE SPRAYED AND TREATED W WRATE' A TM;tM TREATED SPRAY 3 1/2' I.-,. 21_0, C TOP1E 0 v - w S000 NRN'kD l6' or. A CABINET SECTION B HEADER DETAIL 7EM FBa 21 4' 18 8 u. - „ -era: - - X6 P.T.POST UV 5 t WRAP TO 8-4 AFP II - I I BEAT To MATCH I I u TN COVERED LANAI j I ( EPL) a 5A MORNING I I 21'-4'xll'-4' 1'-41 "/' I 0 n'-0'x10 -6' I I 14'-0' I BII 3'-4' 11 II 6 71 I5-5N I I L 11 I 29'-2' 2'-0' S'-10' cIR/T Tj q I; IIGREATROOMIDIlY. 1 T I o Ilt_`_ 0 18'-8'xl4'-10' I 9'-4' n - -. AY-4'CL4CART) I (TLLP) !A - i 10I I I . jjY•4' CL6TILE) 42' WG4 RAIL. i r i l I J 2 -g 4' I10PT.ii I 4'-4' 5'-8' 5'-2' T-10' 5'-6' 5.-el.3'-0' DBL STUD LBW BRIT LBUL RR I-m • 4• I IO c IIIIIIII N 0 4AI DBL STUD Iiti I y MLE) m VDR.T_4 e F IIIIII LBW DEL STUD 4X4 P ST c'^ L--- 1JJ DEL. STUD I I D/II VIN G I I 2-CAR GARAGE J FOYER MAD) Y- 4' CLC. = TLL.E) — I I Y-4' CL& I I /"ARFET) II O= al I I I O 3A T. LRE K ASV. 820- I.- 9I5'-2 I PORCH I' ui{ 31 o m I 9'-4'CLG IaI L— J X1'- O'ONGD O ENTRY n m cL- Lo,[( I 2'-8' 16'-0' 8- 0' 4'-8' 4'-0' 4'-0' 21'- 4' 6'-6. 12'-0' 40'_ 0• FIRST FLOOR PLAN scALE: t/d = I'-0' - ELEVATION 'Co I 2'- 10' I In ; t A R C H IT E C T 3 n Grou{ ln 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL32TW PH : 407-77"078 FAXA07- 1744078 w . bdnlencrovv.mm AA A: 0003325 11 SUBDIV. 8c LOT: KENSINGTON RESERVE LOT# 61) MODEL: SANTA ROSA VERSION# 01) PROJECT#: 2997. 000 PAGE: FIRST FLOOR PLAN JAILES CANfWELL . AR NO 12079.. DATE: 1 /17 /18 SCALE: 1/4"=1'-0" 9IMET 3 OF 9 COIPOENT AND CLADONO 1Mo LOAM BAW MRo E)P0@JIE Pat 3 acom cimm CALL It 9OUAFE 1MUGH ME ZOE 40 LPH LNo WD01 H gc* fFOOTAWD881CHATIO4 1 6 36' , 61' c 5 ,. 3106/-4103EGRESS 2 5 54 36' 151' 4 3106/-33.16 3 5 V51-514 36' 61' 4 3106/-33.16 4 4 40 4S' 12. 4 31.Sm/-3460 4A 5 E VA 36. 61' 4 3106/-33.16 5 5 36' 61' 5 3106/-4103 6 5 X5154 36' 61' 4 3106/-33.16 EGRESSWIND DESIGN CRITERIA A BASIC WND SPEED MPH (3 SECOND GUST) VULT.ISO / VASD•116 MPH B. STERNAL PRESSURE COEFFICENT•. JS C. RISK CATEGORY -TYPE II D. E>Q-OfAJRE CATEGORY C NOTE: VALUES FOR CCMPONENTS 4 CLADDNG PRESSURE ARE BASED ON THE m It DESIC3N WND SPEED_ FBCR 6TW ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 06 TO MEET THE ALLOWABLE OR NCMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. NOTE: L PRIOR TO DRYWALL INSTALLATION ON ALL Fi AMM MB'EERS 2'-O' FRDM TIE FNSN FLOOR WILL BE SPRAYED AND TREATED W/'SIORATE' A TEF"TE TREATED 5F'RA7 SECOND FLOOR PLAN SCALE: 1/4 • 1'-0' ELEVATION nCl A R C N I T E C T S Design `" Grou I G 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-77"078 FA%:407-774 078 nnw.ebdoslgngroup.mm AA k: 0003325 jj— iki iiiiiiiii 91111111p r 3LT393DIV. dg LOT: KENSINGTON RESERVE LOT#61) MODEL,: SANTA ROSA VERSION#01) PROJECT#: 2997.000 PAGE: SECOND FLOOR PLAN JAAES CANTWBl AR NO 12079 DATE: 1 /1 T /18 31fEET 4 OF 9 RECORD COPY FORM R405-2017 I , FLORIDA..ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation -'residential Performance Method Project Name: Lot61 Kensington ReserveSantaRosaCGL Builder Name: Ryan Homes euILp1 Street: 3677 CRAWLEY DOWN LOOP Permit Office: SANFORD C City, State, Zip: SANFORD , FL , 32773Yp Owner: Permit Number: _ G UJurisdiction: 6 50 8 8 Sq F6oRo 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 (1586.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1586.00 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. DuctsR ft2 7. Windows(329.6 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 512 a. U-Factor: Dbl, U=0.54 233.62 ft2 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.62 96.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 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: 8.950 ft. Area Weighted Average SHGC: 0.293 14. Hot water systems a. Electric Cap: 50 gallonsEF: 8. Floor Types (2560.0 sqft.) Insulation Area 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1264.00 ft2 b. Conservation features b. Raised Floor R=0.0 1196.00 ft2 None c. other (see details) R= 100.00 ft2 15. Credits Pstat Total Proposed Modified Loads: 71.88 Glass/ Floor Area: 0.129 PASS Total Baseline Loads: 72.36 7 7 1 hereby certify that the plans and sp cifications covered by Review of the plans and viE Sr,T this calculation are in compliance h the Florida Energy specifications covered by this ti Code. calculation indicates compliance with the Florida Energy Code. ti nr1' . " _ k PREPARED BY: Before construction is completed r '" DATE: 01-05-18 Srntt Pratt this building will be inspected for compliance with Section 553.908 y° I hereby certify that this building, is in compliance the Florida Energy Code. Florida Statutes. Vied, withOWNER/ AGENT: BUILDING OFFICIAL: DATE: / DATE: 3 241 Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 6.50 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.050 Qn for whole house. 1/ 5/2018 9:40 AM : EnergyGauge® USA - FlaRes201.7 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-?017 PROJECT Title: Lot6l,Kensington ReserveSant Bedrooms: 3 Addres.s.Type: Street Address Building Type: User Conditioned Area: 2560 Lot # 61 Owner Name: Total Stories: 2 Block/Subdivision: KENSINGTON RES of Units: 1 Worst Case: No PlatBook: Builder Name: Ryan Homes Rotate Angle: 0 Street: 3677 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 0 100 ft2 19 0 0 1 2 Raised Floor Main __-- -___ 1196 ft2 0 0 1 3 Slab -On -Grade Edge Insulatio Main 135 ft 1264 ft2 0.32 0 0.68 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 2773 ft2 532 ft2 Medium 0.85 N 0.85 No 0 22.6 ATTIC in) Area RBS IRCCV # Type Ventilation Vent Ratio (1 1 Full attic Vented 300 2560 ft2 N N 1/5/2018 9:40 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 38 Blown 1586 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below ii C)rnt In Wall Type Space 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 E Exterior Frame - Wood 2nd Floor 13 40 0 8 0 320.0 ft2 0 0.25 0.9 0 4 E 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 W Exterior Frame - Wood 2nd Floor 13 40 0 8 0 320.0 ft2 0 0.25 0.9 0 8 W Exterior Concrete Block - Ext Insul Main 4.1 21 0 9 4 196.0 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 10 W Exterior Concrete Block - Ext Insul Main 4.1 19 0 9 4 177.3 ft2 0 0 0.9 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E 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 Imp Area Depth Separation Int Shade Screening 1 N 2 Metal Low-E Double Yes 0.54 0.31 N 32.9 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds Exterior 5 2 E 3 Metal Low-E Double Yes 0.54 0.31 N 45.8 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5 3 E 4 Metal Low-E Double Yes 0.54 0.31 N 19.3 ft2 6 ft 4 in 0 ft 2 in Drapes/blinds Exterior 5 4 E 4 Metal Low-E Double Yes 0.54 0.31 N 19.3 ft2 6 ft 4 in 0 ft 2 in Drapes/blinds Exterior 5 5 S 5 Metal Low-E Double Yes 0.54 0.31 N 15.3 ft2 1 ft 0 in 1 ft2 in Drapes/blinds Exterior 5 6 S 6 Metal Low-E Double Yes 0.62 0.25 N 96.0 ft2 22 ft 4 in 0 ft 2 in Drapes/blinds Exterior 5 7 W 7 Metal Low-E Double Yes 0.54 0.31 N 15.3 ft2 1 ft 0 in 1 ft2 in Drapes/blinds Exterior 5 8 W 7 Metal Low-E Double Yes 0.54 0.31 N 5.0 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds None 9 W 8 Metal Low-E Double Yes 0.54 0.31 N 48.6 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds Exterior 5 10 W 10 Metal Low-E Double Yes 0.54 0.31 N 32.4 ft2 12 ft 4 in 0 ft 2 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 1/5/2018 9:40 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant:Software Page 3 of 5 FOPNA RAnr,-gn17 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000357 2396.7 131.57 247.45 .3208 6.5 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 System Model # Collector Model # Area Storage Volume FEF None None ft' DUCTS Supply -- v # Location R-Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT QN RLF HVAC # Heat Cool 1 Attic 6 512 ft2 Attic 128 ftz Proposed Qn 2nd Floor --- cfm 128.0 cfm 0.05 0.50 1 1 TEMPERATURES Programable Thermostat: Y Cooling[ ]Jan [[ ]]Feb Mar Heatin[ Jan [)C] Feb Mar Ventin [ ]Jan [[ ]] Feb X Mar Ceiling Fans: j j A r Ma [ j Jun [[X]] Jul [X] AugSe [ j Apr l May [ ] Jun [ ] Jul [ ] Aug Sep t ] X] A r [ Ma [ ]Jun [[ ]] Jul [ ] Au Se [X] Oct Nov NovOctHXOctNov Dec DecHDec 115/2018 9:40 AM EnergyGaugeO USA - FlaRes2017 Section R405.4,1 Compliant Software Page 4 of 5 FORM R405-2017 Thermostat Schedule: Schedule Type HERS 2006 Reference 1 2 3 ! 4 5, Hours 6 7 8 9 10 11 . 12 Cooling (WD) AM 78 78-1 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 1/5/2018 9:40 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 3677 CRAWLEY DOWN LOOP, SANFORD, FL, 32773 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. 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 Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1586.00 ft2 6. Conditioned floor area (ft2) 2560 b. N/A R= ft2 c. R= ft2 7. Windows- Description Area 11. Ducts R ft2 a. U-Factor: Dbl, U=0.54 233.62 ft2 a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 512 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.62 96.00 ft2 SHGC: SHGC=0.25 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 38.5 SEER:15.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 38.0 HSPF:8.50 Area Weighted Average Overhang Depth: 8.950 ft. Area Weighted Average SHGC: 0.293 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1264.00 ft2 a. Electric EF: 0.95 b. Raised Floor R=0.0 1196.00 ft2 b. Conservation features c. other (see details) R= 100.00 ft2 None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant VBuilderSignature: Date: Address of New Home:. 4&1,131e-vCity/FL Zip: nviliE S74 fill rt,,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. 1/5/2018 9:40 AM; EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 3677 CRAWLEY DOWN LOOP Permit Number: SANFORD , FL, 32773 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory)The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 1/5/2018 9:40 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory) Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat .trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 1/5/2018 9:40 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5:5 Heat traps (Mandatory). Storage ,water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'% inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room, 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 1/5/2018 9:40 AM , 1 EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.4 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is' not less than the calculated total" load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50oF (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 1/5/2018 9:40 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. ,..:Heat pump pool heaters shall have a minimum COP of4.0 when tested in accordance.. with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatoryhe energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 1/5/2018 9:40 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia' Page 5 of 5 2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA ; Project Name: Lot61 KensingtonReserveSantaRosaCGL Builder Name: Ryan Homes Street: 3677 CRAWLEY DOWN LOOP Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32773 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit Ceiling/attic the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on Narrow cavities installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac Bs. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be airtight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behi d piping and wiring Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids I between fire sprinkler cover olates and walls or ceilings, a. In addition, inspection of log walls shall be in accordance with the provisions or ILA -4uu. 1/5/2018 9:40 AM EnergyGaugeO USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 For: Ryan Homes 3677 CRAWLEY DOWN LOOP, SANFORD, FL32773 e o s e 3 Design Conditions Outdoor design DB: 92.5°F Sensible gain: 32183 Btuh Entering coil DB: 77.7°F Outdoor design WB: 76.2°F Latent gain: 5560 Btuh Entering coil WB: 63.9°F Indoor design DB: 75.0°F Total gain: 37743 Btuh Indoor RH: 50% Estimated airflow: 1283 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A Actual airflow: 1283 cfm Sensible capacity: 32367 Btuh 101% of load Latent capacity: 5851 Btuh 105% of load Total capacity: 38218 Btuh 101% of load SHR: 85% 1, Jill Design Conditions Outdoor design DB: 42.3°F Heat loss: 27948 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Goodman Mfg. Model: GSZ140421 K+ASPT47D 14A 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 96% of load Temp. rise: 50 °F Meets are all requirements of ACCA Manual S. Entering coil DB: 69.30F Capacity balance: 35 °F Economic balance: -99 °F 2018-Jan-05 09:46:17 A * wrightSOW Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1 iiCCA ...aRosaCGL\Lot61 Kensington Res erveSantaRosaCGL.rup Calc = MJ8 House faces: E Component Constructions Job: Lot6lKensington Reserv... 3/ 31/2015 wrightsoft® Date: Ent/ re House By: FJF DEL - AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Ryan Homes 3677 CRAWLEY DOWN LOOP, SANFORD, FL32773 Des idh• e • Location: Indoor: Heating Cooling Orlando/ Jetport, FL, US Indoor temperature (OF) 70 75 Elevation: 105 ft Design TD (OF) 28 18 Latitude: 28°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8 Dry bulb (IF) 42 93 Infiltration: Daily range (OF) 16 ( M) Method Simplified Wet bulb (OF) 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions or Area Ll-value Insul R Htg HTM Loss Clg HTM Gain ft Btuh/ft-F ft'-°F/Btuh Btuh/V Btu BtuhM Btu 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 intfnsh 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 n 272 0.091 13.0 2.52 686 2.85 774 e 274 0.091 13.0 2.52 691 2.85 781 s 242 0.091 13.0 2.52 609 2.85 687 w 300 0.091 13.0 2.52 756 2.85 853 all 1088 0.091 13.0 2.52 2741 2.85 3096 n 386 0.201 0 5.57 2150 5.29 2044 e 114 0.201 0 5.57 636 5.29 604 s 240 0.201 0 5.57 1338 5.29 1272 w 291 0.201 0 5.57 1621 5.29 1541 all 1032 0,201 0 5.57 5744 5.29 5462 288 0.091 13.0 2.52 726 1.45 418 Windows 2A- 2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n 32 0.540 0 15.0 484 14.1 456 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 W 49 0.540 0 15.0 726 33.9 1644 all 81 0.540 0 15.0 1211 25.9 2100 2A- 2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, e 46 0.540 0 15.0 684 33.9 1549 1/ 4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 s 31 0.540 0 15.0 456 14.3 437 ft overhang (5.08 ft window ht, 1.17 ft sep.); 6.67 ft head ht W 15 0.540 0 15.0 228 33.9 516 all 92 0.540 0 15.0 1369 27.4 2503 2A- 2om: 2 glazing, clr love-e outr, air gas, mtl no brk frm mat, clr innr, a 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 2A- 2omd: 2 glazing, clr 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 2B- 2fm: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 5 0.540 0 15.0 75 39.2 196 1/ 4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (1.25 ft window ht, 1.17 It sep.); 6.67 ft head ht 2018- Jan-05 06:46 17 wrightsoft Right -Suite® Universal 2017 17.0.23,R51J23828 Page 1 i daA ...aRosaCGBl_ot61 KensingtonReserveSantaRosaCGL.rup Calc = MJ8 House faces: E 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 32 0.540 0 15.0 484 14.1 456 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 Doors 11 DO: Door, wd sc type e 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 166-38ad: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: Fir 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 fir, 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 J- 2018-Jan-05 09:46:17 t r wrightsofto Right -Suite® Universal 2017 17.0.23 RSU23828 Page 2 ka... aRosaCGL\Lot6lKensington Res erveSantaRosaCGL.rup Calc = MJ8 House faces: E Pro eCt $Unitllar Job: Lot6lKen sing ton Reserv... wrightsoft® Y Date: 3/31/2015 Entire House By: FJF DEL - AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone:407-333-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM For: Ryyan Homes 3677 CRAWLEY DOWN LOOP, SANFORD, FL32773 GDesi n iformation Weather Winter Design Conditions Outside db Inside db Design TD 42 OF 70 OF 28 OF Heating Summary Structure 24380 Btuh Ducts 3567 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 27948 Btuh Infiltration Method Construction quality Fireplaces Area ( ft2 Volume ft3) Air changes/hour Equiv. AVF (cfm) Orlando/ Jetport, FL, US Simplified Average 0 He 2560 ing Co256022598 22598 0. 41 0.21 154 79 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 Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Sensible Cooling Equipment Load Sizing Structure 24483 Btuh Ducts 7699 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/ swing multiplier Equipment sensible load 1. 00 32183 Btuh Latent Cooling Equipment Load Sizing Structure 3453 Btuh Ducts 2107 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 5560 Btuh Equipment Total Load (Sen+Lat) 37743 Btuh Req. total capacity at 0.70 SHR 3.8 ton Cooling Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Cond GSZ140421 K Coil ASPT47D14A AHRI 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 0.040 cfm/Btuh Static pressure 0.40 in H2O Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrli IhtSOft' 2018- Jan-O5 09:age 1 gRight -Suite® Universal 2017 17.0.23 RSU23828 Page 1 ACCK ... aRosaCGL\Lot61 KensingtonReserveSantaRosaCGL.rup Calc = MJ8 House faces: E wrightsoft° Right-M Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-333-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot6lKensington ReserveSa... Date: 3/31/2075 By: FJF 1 Room name Entire House Great 2 Exposed wall 283.0 It 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 ft' 375.1 ft2 Ty Construction U-value Or HTM Area (ftz) 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-Osw 0.091 n 2.52 2.85 272 272 686 774 0 0 0 0 y/ 13A-2ocs 0.201 n 5.57 5.29 419 386 2150 2044 0 0 0 0 G 2A-2om 0.540 n 14.96 14.08 32 0 484 456 0 0 0 0 y/ 12C Osw 0.091 a 2.52 285 320 274 691 781 0 0 0 0 11 I G 2A-2om 0.540 e 14.96 33.86 46 0 684 1549 0 0 0 0 13A- 2ocs 0.201 a 5.57 5.29 177 114 636 604 0 0 0 0 2A- 2om 0.540 e 14.96 33.86 39 0 577 1305 0 0 0 0 11DO 0.390 e 10.80 12.03 24 24 259 289 0 0 0 0 Vi/ 12C-0sw 0.091 s 2.52 2.85 272 242 609 687 0 0 0 0 L_. G 2A-2om 0.540 s 14.96 14.34 31 51 456 437 0 0 0 0 13A- 20cs 0.201 s 5.57 5.29 288 240 1338 1272 149 149 828 788 T-- G 2A-2omd 0.620 s 17.17 16.08 48 96 824 772 0 0 0 0 12C- Osw 0.091 W 2.52 285 320 300 756 853 0 0 0 0 2A- 2om 0.540 w 14.96 33.86 15 0 228 516 0 0 0 0 213- 2fm 0.540 w 14.96 39.23 5 0 75 196 0 0 0 0 13A- 2ocs 0.201 w 5.57 5.29 372 291 1621 1541 181 149 829 789 2A- 2om 0.540 w 14.96 33.86 49 0 726 1644 0 0 0 0 II G 2A- 2om 0.540 w 14.96 14.08 32 65 484 456 32 32 484 456 R 12C-Osw 0.091 2.52 1.45 309 288 726 418 224 224 565 326 I--- D 11DO 0.390 n 10.80 1203 21 21 230 257 0 0 0 0 C 166-38ad 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 20P-13t 0.068 1.88 0.98 20 20 38 20 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 1260 135 3698 0 375 36 973 0 6 c) AED excursion 0 353 Envelope loss/gain 19693 19412 3680 2711 12 a) Infiltration 4687 1517 634 205 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 3 690 Appliances/ other 24051 1 0 Subtotal ( lines 6 to 13) 24380 24483 4315 3606 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 24380 24483 4315 3606 15 Duct loads 15% 31% 3567 7699 10% 26% 444 927 Total room load 27948 32183 1 4759 4533 Air required (cfm) 1283 1283 218 181 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fk wrightsoft- Ri ht-Suite® Universal 2017 17.0 23 RSU23828 2018- Jan-OS 09:ge 1 gPage1aRosaCGL\ Lot61 KensingtonReserveSantaRosaCGL.rup Calc = MJ8 House faces: E F - wrightsoft, Right-M Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone:407-333-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot6lKensington ReserveSa... Date: 3/31 /2015 By: FJF 1 Room name Dining Powder 2 Exposed wall 30.0 ft 0 ft 3 Room height 9.3 It heat/cool 9.3 ft 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 ftz Ty Construction U-value Or HTM Area (ft 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 0 0 0 0 0 0 0 0 y/ 13A-2ocs 0.201 n 5.57 5.29 112 112 621 591 0 0 0 0 L--- G 2A-tom 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 12C- Osw 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 0. 201 a 5.57 5.29 130 92 510 485 0 0 0 0 Tj13A- 20cs 2A- 2om 0.540 e 14.96 33.86 39 0 577 1305 0 0 0 0 11 DO 0.390 e 10.80 12.03 0 0 0 0 0 0 0 0 V/ 12C-Osw 0.091 s 2.52 2.85 0 0 0 0 0 0 0 0 L -- G 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 37 37 207 197 0 0 0 0 2A- 2omd 0.620 s 17.17 16.08 0 0 0 0 0 0 0 0 0. 091 w 2.52 2.85 0 0 0 0 0 0 0 0 ti12C- 0sw 2A- 2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0 213- 2fm 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 ti 2A-2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0 2A- 2om 0.540 w 14.96 14.08 0 0 0 0 0 0 0 0 R 12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 l--- D 11DO 0.390 n 10.80 1203 0 0 0 0 0 0 0 0 C 1613-38ad 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 20P-13t 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 168 30 822 0 36 0 0 0 6 c) AED excursion 108 0 Envelope loss/gain 2737 2686 0 0 12 a) Infiltration 536 173 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @a 230 1 230 0 0 Appliances/ other 0 5 Subtotal ( lines 6 to 13) 3273 3089 0 5 Less external load 0 0 0 0 Less transfer 0 0 0 0 0 0 Redistribution000 5 14 Subtotal 3273 3089 15 Duct loads 10% 26% 337 794 10% 26% 0 1 Total room load 3610 3883 0 6, Air required (cfm) 1661 1551 1 01 0' Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft' 2018- Jan-05 09:46:17 9GZP. 9 Right -Suite® Universal 2017 17.0.23 RSU23828 Page 2 aRosaCGL\ Lot6lKensington ReserveSantaRosaCGL.rup Calc = MJ8 House faces: E wrightsoft° Right-M Worksheet Job: Lot6l Kensington ReserveSa... Entire House Date: 3/31/2015 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 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 ft 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 (ftz Load Area (ft2) Load number BtuWftz-*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 0.691 n 2.52 2.85 0 0 0 0 112 112 282 319 y/ 13A-20cs 0.201 n 5.57 5.29 307 275 1528 1454 0 0 0 0 I-G 2A-2om 0.540 n 14.96 14.08 32 0 484 456 0 0 0 0 V/ 12C-0sw 0.091 a 2.52 2.85 0 0 0 0 112 97 244 275 11 L-G 2A-2om 0.540 e 14.96 33.86 0 0 0 0 15 0 228 516 13A-2ocs 0.201 e 5.57 5.29 47 23 125 119 0 0 0 0 2A-2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 11DO 0.390 e 10.80 12.03 24 24 259 289 0 0 0 0 VI! 12C-0sw 0.091 s 2.52 2.85 0 0 0 0 0 0 0 0 Lam, 2A-2om 0.540 s 1.4.96 14.34 0 0 0 0 0 0 0 0 W 13A-20cs 0.201 s 5.57 5.29 102 54 302 288 0 0 0 0 G 2A-2omd 0.620 s 17.17 16.08 48 48 824 772 0 0 0 0 0.091 w 2.52 2.85 0 0 0 0 0 0 0 0 Ti12C-0sw 2A-2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0 213-2fm 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 13A-2ocs 0.201 w 5.57 5.29 191 142 791 752 0 0 0 0 2A-2om 0.540 w 14.96 33.86 49 0 726 1644 0 0 0 0 2A-2om 0.540 w 14.96 14.08 0 0 0 0 0 0 0 0 q 12C-0sw 0.091 2.52 1.45 85 63 160 92 0 0 0 0 L-D 11DO 0.390 n 10.80 1203 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 139 15 Envelope loss/gain 7498 6301 887 1387 12 a) Infiltration 1242 402 430 139 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1 1200 0 Subtotal (lines 6 to 13) 8740 7903 1318 1526 Less external load 0 0 0 0 Less transfer 0 0 0 0 0 0 14 Redistribution Subtotal 0 8740 0 7903 1318 1526 15 Duct loads 10% 26% 900 2031 23% 40% 309 609 Total room load 9641 9934 1626 2135 Air required (cfm) 443 396 75 85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fk wrightsoft' 2018-Jan-05 09:age 3 A Right -Suite® Universal 2017 17.0.23 RSU23828 Page 3 aRosaCGL\Lot6lKensingtonReserveSantaRosaCGL.rup Calc = MJ8 House faces: E 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: Lot6lKensingtonReserveSa... 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 heat/cool 4 Room dimensions 1.0 x 149.5 ft 11.0 x 6.0 ft 5 Room area 149.5 ftz 66.0 ftz Ty Construction U-value Or HTM Area (ftz) Load Area (ftz) Load number Btuh/ftz °F) Btuh/f1z) 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 W 13A-20cs 0.201 n 5.57 5.29 0 0 0 0 0 0 0 0 C 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 y/ 12C-Osw 0.091 a 2.52 285 96 81 204 230 0 0 0 0 11 L--L 2A-2om 0.540 e 14.96 33.86 15 0 228 516 0 0 0 0 13A-20cs 0.201 a 5.57 5.29 0 0 0 0 0 0 0 0 2A-20m 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 11 DO 0.390 e 10.80 12.03 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.52 2.85 0 0 0 0 0 0 0 0t-G 2A-2om 0.540 s 14.96 14.34 0 0 0 0 0 0 0 0 VJ/ 13A-20cs 0.201 s 5.57 5.29 0 0 0 0 0 0 0 0 i---G 2A-2omd 0.620 s 17.17 16.08 0 0 0 0 0 0 0 0 0.091 w 2.52 2.85 0 0 0 0 0 0 0 0 TA12C-Osw 2A-2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0 2B-2fm 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 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 0 0 2A-2om 0.540 w 14.96 14.08 0 0 0 0 0 0 0 0 R 12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 D 11DO 0.390 n 10.80 1203 0 0 0 0 0 0 0 0 C 16B-Wad 0.026 0.72 1.41 150 150 108 211 66 66 48 93 F 20P-13c 0.068 1.88 0.98 80 80 151 78 0 0 0 0 F 20P-13t 0.068 1.88 0.98 20 20 38 20 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 t 6 c) AED excursion 48 21 Envelope loss/gain 728 1103 169 208 12 a) Infiltration 184 60 92 30 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 913 1163 261 238 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 913 1163 261 238 15 Duct loads 23 % 40 % 214 465 23 % 40 % 61 95 Total room load 1127 1628 322 333 Air required (cfm) 52165 1 15 13 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2018-Jan-05 09:46:17 9C2`A Right -Suite® Universal 2017 17.0.23 RSU23828 Page 4 aRosaCGL\Lot61 Kensington Res erveSantaRosaCGL.rup Calc = MJ8 House faces: E f 1- wrightsoft° Right-M Worksheet Entire House DEL=AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone:407-333-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot6lKensington ReserveSa... Date: 3/31 /2015 By: FJF 1 Room name Mstr WIC Mstr Bthrm 2 Exposed wall 25.5 ft 10.0 ft 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 (ft9 Load Area (ft9 Load number Btuh/ftz-OF) Btuh/ftz) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 n 2.52 285 112 112 282 319 0 0 0 0 13A- 20cs 0.201 n 5.57 5.29 0 0 0 0 0 0 0 0 t- G 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 y/ 12C-Osw 0.091 a 2.52 285 0 0 0 0 0 0 0 0 11 I--G 2A-2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 y! 13A-2ocs 0.201 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 L-( p 11DO 0.390 a 10.80 12.03 0 0 0 0 0 0 0 0 12C- Osw 0.091 s 2.52 285 0 0 0 0 0 0 0 0 t- G 2A-2om 0.540 s 14.96 14.34 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 s 5.57 5.29 0 0 0 0 0 0 0 0 T- G 2A-2omd 0.620 s 17.17 16.08 0 0 0 0 0 0 0 0 12C- Osw 0.091 w 2.52 2.85 92 92 232 262 80 75 189 214 2A- 2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0 2B- 2frn 0.540 w 14.96 39.23 0 0 0 0 5 0 75 196 0. 201 w 5.57 5.29 0 0 0 0 0 0 0 0 tj13A- 2ocs 2A- 2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0 2A- 2om 0.540 w 14.96 14.08 0 0 0 0 0 0 0 0 f 12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 11DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 159 159 115 225 98 98 71 138 F 20P-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 77 28 Envelope loss/gain 629 729 334 576 12 a) Infiltration 392 127 154 50 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 1021 855 488 626 Less external load 0 0 0 0 Less transfer 0 0 0 0 0 0 Redistribution 0 1021 0 855 488 626 14 15 Subtotal Duct loads 23 % 4011. 239 342 23 % 40 % 114 250 Total room load 1260 1197 602 876 Air required (cfm) 58 48 28 35 Calculations approved by ACCA to meet all requirements of, Manual. J 8th Ed. wri F>ttsoft` 2018- Jan-05 09:46:17 A 9 Right -Suite® Universal 2017 17.0.23 RSU23828 Page 5 aRosaCGL\ Lot6lKensingtonReserveSantaRosaCGL.rup Calc = MJ8 House faces: E I 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: Lot6lKensington ReserveSa... Date: 3/31 /2015 By: FJF 1 Room name Mstr Bdrm Mstr WC 2 Exposed wall 34.5 ft 0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 18.5 x 16.0 ft 3.5 x 5.5 ft 5 Room area 296.0 ftz 19.3 ftz Ty Construction U-value Or HTM Area (ftz) Load Area (ft Load number BtuWttz °F) Btuhfftz) 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 V/ 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 y! 12C-0sw 0.091 e 2.52 2.85 0 0 0 0 0 0 0 0 11 L G 2A-2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 y! 13A- 20cs 0.201 e 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 L_Gp 11DO 0.390 e 10.80 12.03 0 0 0 0 0 0 0 0 y/ 12C- Osw 0.091 s 2.52 2.85 128 113 284 321 0 0 0 0 G 2A- 2om 0.540 s 14.96 14.34 15 13 228 219 0 0 0 0 Val 13A- 2ocs 0.201 s 5.57 5.29 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 Z 85 148 133 335 378 0 0 0 0 2A-2om 0.540 w 14.96 33.86 15 0 228 516 0 0 0 0 2B-2fm 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 13A-20cs 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0 2A-2om 0.540 w 14.96 14.08 0 0 0 0 0 0 0 0 R 12C- 0sw 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 1.41 296 296 213 418 19 19 14 27 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- tpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 70 2 Envelope loss/ gain 1288 1782 14 25 12 a) Infiltration 530 172 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Qo 230 1 230 0 0 Appliances/other 6DO 0 Subtotal (lines 6 to 13) 1819 2783 14 25 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1819 2783 14 25 15 Duct loads 23 % 401% 426 1112 23 % 40%1 3 10 Total room load 2244 3895 1 17 1 35Air required ( cfm) 1 10311551 1 1 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 17 wri htsoft" 2018-Jan- 05 09:age 9 Right -Suite® Universal 2017 17.0.23.RSU23828 Page 6 AC ... aRosaCGL\ Lot61Kensington Res erveSantaRosaCGL.rup Calc = MJ8 House faces: ,E. wrightsoft^ Right-M Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO'WAY, SANFORD, FL32771 Phone:407-333-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot6lKensington ReserveSa... 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 ft' 42.0 ftz Ty Construction U-value Or HTM Area (ft') Load Area (ftq Load number Btuh/ft2°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-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 Y-G 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 y/ 12C-Osw 0.091 a 2.52 2.85 112 97 244 275 0 0 0 0 11 i G 2A-2om 0.540 e 14.96 33.86 15 0 228 516 0 0 0 0 13A- 2ocs 0.201 e 5.57 5.29 0 0 0 0 0 0 0 0 2A- 2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 11DO 0.390 a 10.80 12.03 0 0 0 0 0 0 0 0 12C- Osw 0.091 s 2.52 2.85 144 129 325 367 0 0 0 0 T-- G 2A-2om 0.540 s 14.96 14.34 15 13 228 219 0 0 0 0 1A/ 13A-2ocs 0.201 s 5.57 5.29 0 0 0 0 0 0 0 0 1--- G 2A-2omd 0.620 s 17.17 16.08 0 0 0 0 0 0 0 0 12C- Osw 0.091 w 2.52 2.85 0 0 0 0 0 0 0 0 2A- 2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0 2B- 2fm 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 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 2A- 2om 0.540 w 14.96 14.08 0 0 0 0 0 0 0 0 R 12C-Osw 0.091 252 1.45 0 0 0 0 0 0 0 0 l-- D 11DO. 0.390 n 10.80 1203 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 20P-13c 0.068 1.88 0.98 225 225 424 220 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 0 0 0 0 0 0 0 0 6 c) AED excursion 186 55 Envelope loss/gain 1698 1899 30 5 12 a) Infiltration 492 159 0 0 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 1 600 Subtotal ( lines 6 to 13) 2189 2058 30 605 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2189 2058 30 605 15 Duct loads 23% 40 % 513 822 23 % 40 % 7 242 Total room load 2702 2881 37 846 Air required (cfm) 124 115 2 34 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fk- wrt'ightsoft` Ri ht-Suite® Universal 2017 17.0.23 RSU23828 2018- Jan-05 09:46e 7 g Page 7 aRosaCGL\ Lot6lKensingtonReserveSantaRosaCGL.rup Calc = MJ8 House faces: E Duct S stein Summary Job: Lot6lkensingtonReserv... wrightsoft®, Y Y Date: 3/31/2015 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone:407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Ryan Homes 3677 CRAWLEY DOWN LOOP, SANFORD, FL32773 Heating Cooling External static pressure 0.40 in H2O 0.40 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.34 in H2O 0.34 in H2O Supply / return available pressure 0.170 / 0.170 in H2O 0.170 / 0.170 in H2O Lowest friction rate 0.243 in/ 100ft 0.243 in/100ft Actual air flow 1283 cfm 1283 cfm Total effective length (TEL) 140 ft n .. Supp1Y,Branch DetailTable aAIA Name Design 13tuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bdrm2 C 2135 75 85 0.400 6.0 Ox0 VIFx 15.0 70.0 Bdrm3 c 1628 52 65 0.377 6.0 Ox0 VIFx 20.1 70.0 3thrm2 h 322 15 13 0.451 4.0 Ox0 VIFx 5.4 70.0 DIN/KIT/MOR h 3214 148 132 0.243 7.0 Ox0 VIFx 47.7 92.0 SO DIN/KIT/MOR-A h 3214 148 132 0.271 7.0 Ox0 VIFx 33.3 92.0 st1 DIN/KIT/MOR-B h 3214 148 132 0.266 7.0 Ox0 VIFx 35.9 92.0 st1 Dining h 3610 166 155 0.282 7.0 Ox0 VIFx 28.6 92.0 st1 Great h 4759 218 181 0.255 9.0 Ox0 VIFx 41.2 92.0 sti Laundry c 846 2 34 0.441 4.0 Ox0 VIFx 7.2 70.0 Loft h 2702 124 115 0.358 6.0 Ox0 VIFx 25.0 70.0 Mstr Bdrm c 3895 103 155 0.362 8.0 Ox 0 VIFx 23.8 70.0 Mstr Bthrm c 876 28 35 0.419 5.0 Ox 0 VIFx 11.1 70.0 Mstr WC c 35 1 1 0.420 4.0 Ox 0 VIFx 11.0 70.0 Mstr WIC h 1260 58 48 0.452 5.0 Ox0 VIFx 5.2 70.0 Powder c 6 0 0 0.282 4.0 Ox 0 VIFx 28.7 92.0 SO Su I Trunk DeW Table gti Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk st1 Peak AVF 827 732 0.243 592 16.0 0 x 0 VinlFlx 2018-Jan-05 09:46:18 1 wrightSOft® Right, -Suite® Universal 2017 17.0.23 RSU23828 Page 1 ACCl1...aR6saCGL\Lot61KensingiohReservegahtaRogaCGL.rup Calc = MJ8 House faces: E' 6 Refurn Branch°Det`ail Tables 6 t. # , t- - .. .. , '=w '• d,a_a ' .,n_:.-. , .:-.aa„ w. ..re nr.-. ,: Pra. w.m.,,,a ..i•. Fua J .ra», 5 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 Ox0 1283 1283 0 0 0 0 Ox 0 VIFx 2018-Jan-06 09:46:18 wrightsoftRight-Suite® Universal 2017 17.0.23 RSU23828 Page 2 ACCA .. aRosaCGL\Lot6l,KensingtonReserveSantaRosaCGL.rup Calc = MJ8 House facee:.E 4 FORM R405-2014 RESIDENTIAL 'ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST, Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). Energy Performance Level (EPL) Display Card (one page) Mandatory Requirements(three pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report(usually one page) If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge@ - USRCSB v5.1 12/1/2017 4:55:07 PM Page 1 of 1 zs-eW II II II I I W-4'aa i WMMO _ V,Rfz la 130 II 12x6 lwcd II II 7' 2) 2D-SW i I I I 90 GREAT ROOM II V-4' I I V-4' CM it KITCHEN 12xIM, 9 4'qa 180 14.8 lwcd 91 7' 12x6 lwcd 1 IT 7• 130 Z 4' 8x4 L c+ C`) O O I e-4 an QA Q L_ --- a -1 7' a N O O c-i- S Q 1B'x12'I I12x6 lwcd J J I I 155 Ql \ Q JZ(/7 U --t, n c Q ZQ Q n U FOYER e s an W:5-0 c+ Q Q O 2 GARAGE PQ YR Il X MT. 26-6W 26-8W CU N PQ 6'-s r r• R WE I I I w: - lot 16•-01 x T'-O' oWc,D 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. 3" bath duct to roof cap w/fan Nutone 696RNB OWM's S= W-OkB'-4' e'-o' ctn ruraerl 1848 rag 155 14x8 lwcdIf17_7:1 E 6• 10x6 lwcd 110 l3'- m ' s'- W u.a c w•er) 3OSF 8M EGIRM6 rag 30x18 rag v s 0 3.5 TON W/8KW @240V 1PH 4' dryer duct 18x13 plen Otoroofcap24x14rad OerventboxplatformbyOv bldr U scale 20x& wall 65 10x6 lwcd 11'-8'x10'- s a CL& rciff-En 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. lOx6 lwcd 50 s as 1 5' 8x4 TOx6 u 6' 1Ox6wcd85 wall rag wr ia•ei 3031-6W EGIMA Builder will need to provide a/c duct chase l s Z m D d Z m U -5 O_ U) N O > L O d W LLJ ri O CS L F- O Z 3+' M M --A LLJ Li L1J U) z Ln O d l-D z o cu 4 d 5-- zM11 D Y M L_ Rating z w z o jQ-m z o w a j O a 0 m EL J Cl) r) C RECORD COPY sc#em-lloc- /Pvc V Lo v//_, P4 t CF- C / 11 Vol 3 3 k idlaL "' 4 ti cfo IapVC. st-t> m zwwdyLww jl # 18-686 a DESCRIPTION AS FURNISHED: Lot 61, KENSINGTON RESERVE, as recorded in Plat Boo 81, Pages 86 through 92, Public Records of Seminole County, Florida. p 1.5 - GO(O PLOT PLAN FOR / CERTIFIED TO: Ryan Homes/NVR Inc. ZCNJING 1, DATE o !•t.-..- RECORD COPY Ok to construct single family home PART OF LOT 36 with setbacks and impervious areaPALMHAMMOCKALLOTMENTp PLAT BOOK 1, PAGES 104-105 shown on plan. .17. 9 "/o ime. s0.YY-L $0. - C S 00018'41 " E 78.20' ti9 k rU 1 I 39.64' 39,64' 39.64' I 1 I o s_ LOT 61 1 I 1 y 8.00' 18.7' 30.20' LANAI I 8.00' 21.3' 0 I O 2 LOT 60 I O 00 w o PROPOSED MODEL SANTA ROSA - C 1A/C 2 CAR GARAGE RIGHT 4.50' g W\MORNING RM. I W/LANAI 1 18.7' I 30.20' 9) ENTRY N N 12.0' 21.3' o I I 8.00' 16' DRIVE WALK 25.87' 25.20' 25.20' 10' UTILITY ESMT. S 00019'09" E 4' CONC WALK 7 53.20' CRAX.LEY DO XY LOOP 50' PRIVATE RIW ) D= 90°00'00" R=25.00' L=39.27' C=35.36' CB=N 45019'09" W PROPOSED = FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY—1—FINU Jclonun J: nJ runrvrJncu PER DRAINAGE PLANS FRONT = 25 PLOT PLAN AREA CALCULATIONS READ = 20' 1f= PROPOSED DRAINAGE FLOW IMPERVIOUS COVERAGE = 2,524t SQUARE FEET OR 27.9Z SIDE = 5' FOR 40' LOTS0\ r LOT GRADING TYPE A. LOT CONTAINS 9,055t SQUARE FEET SIDE = 7.5' FOR 60' LOTS PROPOSED FINISH FLOOR PER PLANS = 28.8' LIVING AREA CONTAINS 1,714± SQUARE FEET SIDE = 10' FOR 75' LOTS CONC/LANAI PORCH CONTAINS 810t SQUARE FEET SIDE STREET = 25' CRUSE2VHEY—ER—S'COTT A FS'OC. , INC. — LAND SURVEYORS_ LEGEND - LEGEND - 5400 E, COLONIAL DR. ORLANDO, FL, 32807 407-277-3232 FAX 407-658-1436P =PLAT PfIL. = PUINY ON LINE NOTES: F • FIELD TYP. TYPICAL I.P. =IRON PIPE -PRE. • PENT OF REVERSE CURVATURE IR,, ROD P.C.C. fIT OF COMPOUND CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF CONCRETE RAD. RACONCRETENkg PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472,027, FLORIDA STATUES SESET I.R. . I/2` tR, w/81.8 4596 N.R. NON -RADIAL45t 2. UNLESS E61B05S£D W1111 SURVEYOR'S SIGNATVRE AND ORIGINAL RASED SEAL, THIS SURVEY MAP OR COPIESARE NOT VAUO. 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 CALL CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. P. O.C. PINT OF COMMENCEMENT PRA • PERMANENT REFERENCE MONUMENT 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. 4 • CENTERLINE FINISHED FLOOR ELEVATION B. S NLDNAILLDISKBBUILDINGSETBACK LINE 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. A •BENCHMARK R/W •RIGHT-OF-WAY BA. 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. ESMT. • EASEMENT B.H. BASE HEARING 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) DRAIN. DRAINAGE 8. ELEVATIONS,. IF SHOWN, ARE BASED ON NATIONAL GEODERC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. UTIL. • UTILITY CL.FC. CHAIN LINK FENCE 9. CERTIFICATE OF AUTHORIZATION No. 4596. WD.FG • VOOD FENCE C/B • CONCRETE BLOCK SCALE I-- 1" 20'DRAWN BY. MLT P.C. POINT OF CURVATURE P.T. POINT OF TANGENCY DESC. - DESCRIPT10N CERTIFIED BY: DATE ORDER No. R = RADIUS PLOT PLAN 1 1-26-17 5232-17 L ARC LENGTH D • DELTA C + CHORD L.B. CHORD BEARING NORTH THIS BUILDING/ PROPERTY DOES NOT LIE WITHIN 4714 714 THE ESTABLISHED100YEARFLOODPLANEASPERFIRM" GRUSEN EYER, R..S. ZONE 'X" MAP / 12117CO09OF (09-28-07) JAM W. SCO R.L.S If 4801 4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 z o PH:772-409-1010 g ZQ off, FX:772-409-1015 N www.AlTruss.com oo TRUSS ENGINEERIGN 0 BUILDER: U C o PROJECT: U w RYAN HOMES KENSINGTON RESERVE COUNTY: SEMINOLE LOT/BLK/MODEL: LOT:61 / MODEL:SANTA ROSA / ELEV:C / GAR L JOB#: 70416 MASTER#: WRCSRCLM OPTIONS: LANAI MORNING ROOM 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 61 G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 1 A0181373 A01G 12/7/17 13 A0181385 FG1 1217/17 25 A0181397 FL12 12/7117 2 A0181374 A02 1217/17 14 A0181386 FG2 1217/17 26 A0181398 FL13 1217117 3 A0181375 A03 1217/17 15 A0181387 FG3 1217/17 27 A0181399 FL15G 12/7117 4 j A0181376 A04 1217117 j 16 A0181388 FL01GE 1217117 28 A0181400 FL16 1217/17 5 A0181377 A05 12/7117 17 A0181389 FL02 1217117 29 A0181401 FL17 12/7117 6 A0181378 A06 1217117 18 A0181390 FL03 1217/17 30 A0181402 FL19 12/7117 7 A0181379 CA 1217/17 19 A0181391 FL05 1217117 31 A0181403 FL20 1217/17 8 A0181380 CAA 1217/17 20 A0181392 FL06G 1217/17 32 A0181404 FL21GE 12/7117 9 A0181381 CAL 1217117 21 A0181393 FL07G 1217/17 33 A0181405 FL24 1217117 10 A0181382 CJ3 12/7117 22 A0181394 FL08 1217/17 34 A0181406 G03G 12/7117 11 A0181383 CJ3L 12/7117 23 A0181395 FL09G 11217117 35 A0181407 H03 12/7117 12 A0181384 I CJ5 1217/17 24 A0181396 I FL11GE 12/7/17 36 1 A0181408 I H04G 12/7/17 The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by A-1 Rdyl_i furies, Ltd. Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2019. NOTE -The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of components for any particular building is the responsibility of the building designer, perANSI/TPI-1 Sec. 2. The Truss Design Drawing(s)(rDD[s]) referenced have been prepared based on the construction documents (also referred to at times as 'Structural Engineering Documents) provided by the Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to Anthony Tombo III PE by [Al Roof Trusses or specific location]. These 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. engineering responsibility for the design of the single Truss depicted on the TDD only The Building Designer is responsible for and shall coordinate and review the TDDs for compatibility with their written engineering requirements. Please review all TDDs and all related notes. Page 1 of 2 r Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. TRUSSES A,FLORIDA: CORPORATION RE: Job WRSRCLM No. Seal # Truss Name Date 37 A0181409 HJ3 12/7/17 38 A0181410 HJ5L 1217/17 39 A0181411 HJ7 12/7/17 40 A0181412 J3 12/7/17 41 A0181413 J5 12/7/17 42 A0181414 J5A 1217/17 43 A0181415 J5GE 12/7/17 44 A0181416 J51- 1217/17 45 A0181417 MA 12/7/17 46 A0181418 J7 12/7/17 47 A0181419 M05G 1217/17 48 A0181420 M06 12/7/17 49 1 A0181421 M07 12/7/17 50 A0181422 M08 12/7/17 51 STDL01 STD. DETAIL 1217/17 52 STDL02 STD. DETAIL 12/7/17 53 STDL03 STD. DETAIL 12/7/17 54 STDL04 STD. DETAIL 1217/17 55 STDL05 STD. DETAIL 12/7/17 56 STDL06 STD. DETAIL 12/7/17 57 STDL07 STD. DETAIL 12/7/17 58 STDL08 STD. DETAIL 12/7/17 59 STDL09 STD. DETAIL 1217/17 60 STDL10 STD. DETAIL 12/7/17 61 STDL11 STD. DETAIL 1217/17 62 STDL12 STD. DETAIL 1217/17 63 STDL13 STD. DETAIL 12/7/17 64 STDL14 STD. DETAIL 12/7/17 65 STDL15 STD. DETAIL 12/7/17 66 STDL16 I STD. DETAIL 1217/17 Page 2 of 2 Job Truss Truss Type Ory Ply RYAN HOMES / SANTA ROSA WRSRCLM A01G HIP GIRDER 2 2 A0181373 Job Reference (optional) Al Hoot I russes, Fort Pierce, FL 34946, designLaltruss.com 8.120 s Nov 12 201 / MI I ek Industries, Inc. Fn Uec 8 0/:42:2/ 201 I Page 1 I D:fXMofrMaVb?Z7FFUeY3_Ndzeg Njo 1 vmrwi5B4FoajEcoJptOdxXsa Efd9XwD416FryB6BA 1-0-p 7-0-0 13-0-14 20-0-0 26-5-2 33-0-0 40-0-0 q1-0 p 0- 7-0-0 6-:6§1 6-5-2 6-5-2 6-6-14 7-0-0 0- 3x8 = Dead Load Defl. = 7/16 in 17 35 36 16 37 1538 39 40 14 41 42 13 43 12 44 45 46 11 5x6 = 2x4 11 5x10 MT20HS= 2x4 II 4x8 = 2x4 II 5x6 = 4x8 = 5x10 MT20HS= LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.41 14 999 360 MT20 2441190 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 FBC2017/TPI2014 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. lb/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. TOPCHORD 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, 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, Continued on page 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, 44-45=-2321/6575, 45-46=-2321/6575, 11-46=-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=0/556, 6-12=-1312/460, 7-12=-856/602, 8-12=-1511/4186, 8-11=0/496 NOTES- (12) 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 0-7-0 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 nonrwncurrent 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 Ib 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 24-11-4, 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 30-11-4, 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 20-11-4, 88 lb down at 22-11-4, 88 lb down at 24-11-4, 88 lb down at 26-114, 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) Ezt% miy-fln Mxdlr row. it A1Po': rMn, jN-L..^, 5nk3AI IEEA!S t CMOd1.7 EdS?OM r;1dk;S[[wLLibr lore. trriteatlpp-datut!ta wet N'1f•etth rpf.4tviy;lE9jeM qr tdAwr 1. rexl+IG.ft hir-5W.1A.e re. Cdtss Nkasise sxfelatEe l!9, Nr khTat aaetpdes;uek tfetx TK%i' dl. A i ont?Egd ;y' , SrKwi, Gvrc*. ta,ed..1W grz.ms ae<;epBse ilk pcsaal it gw tAh tr 1h hsipd& S.*r fipd to 10li nt TA Anthony T. Torflbo III, P.E. ntn d1'• b mdrY. Ik g sia llhdMC ,h B..n wMrim geknM Bpii tC as,ide tkr dti H'tl RE alfYbl:lirg td Mlrtl Ik egn 1itk TH at of reN nt dl! rns, iddn; Win SINW,inlilitfietat,b sdd a ik rye Wifya = 80083 qe to l6gC• axe d(whsde Ali xf Sr Mick lCC ime pu5res 1p.xlnesdhek ig(s:pr ISc'thk(aw kfflplG;klkrti MSK.l ee rd d&t Na dpik .1PIIe iws tle nsta YlrTeswlwMsdlki;, 0:u resk.4 •'g+Inc. N h:grx. Ness 4451 St. Lucie Blvd. ttle! Ms. akedN o:aexmeyed pe2wtzg hd µNos nedsd. Iki .s Uerw Nt®w is i.itle 6e.diy Mslpe pfrat,.tdee hryfed ,bAIIg. AC,tikded arx; cenddrnliRrt Fort Pierce, FL 34946 iePyrigIlF Y6I6 A-IR)OI IfP 5e5-AClhooy l.Ianhu iil; P.I. Rt9ftdutti--this dotintec IOCRy Iva, is isr.Ukd WRhnvhett'rittea Per@issi.,from A -I IImf Insm- Atifiny I. Iamb. ill: P.E. Job Truss Truss Type clry PIY RYAN HOMES / SANTA ROSA WRSRCLM A01G HIP GIRDER 2 A0181373 Job Reference o [Ronal r i IN— i ivaaea, rors rier x, rc 34546, oeslgn@va liruss.com 8.120 s Nov 12 201 I MiTek Industries, Inc. Fri Dec 8 07:42:27 2017 Page 2 I D:fXMofrMaV b?Z7FFUeY3_NdzegNj-o 1 vmrwi5B4Foaj EcoJptOdxXsaEfd9XwD416FryB6BA 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=-123(B) 28=-123(B) 29=-123(B) 30=-123(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) Om6R Rl 8nwd! y Ang . IAsi !St r R€R3S€Gt%s5 !%QQ S'JS OM t%t t" YAN EiEt5M.F1'M , Wel.sip --s al"d Wisa Ws fr., hspWaruy^h", M6,Low I F 6s L IM SxEkhre BI d6n" sRM q t.A [I( fNTszaaeer [felt sbdl es 1a Mh QCtek df es stress Qnim Egro .. * o,edaa}'M q ,alsan qc rdAeC -rid age y aTxiRil,h l syed Yx snge! kv xd IIetQE 1 w ifil t'rk p -: a{nx ih, ak'nr .rmeGm AnthOtty T. Fombo III, P.E. u/.ud65' sk m,M ,e Rasu:lilEdAu Qra.,k Erais Ala -el yeF he [aNafO.pe,m3e ad tldlat lY& @t /tu NA'kldy e 1!t-! tk tpndatl SQQ eat kN tl i. •,s,IMay Fatly. 1 ry - Hl. rim alk yszd:k sspnidlA,d 8ombNeSeiNmRQpxracG,he to 831110" Iwa h illodme puke:, l,. al' dhekhalt goaeN Sskb Ma tia ltSh,sFR.Nek fP:alstu se ids tMPa dp-+kx.itlla4ars <R,rz saelma ai kJnsdlgLa..mspesips, nss k:p;yina ai lntsY q;Mn. eekss d"'"n'a mNe:r n t ey iq pn, , ' . aMd arez,aees3¢,alrrnl. 4451 St. Lucie Blvd. w qre "arsy,l ernes mnNa. tafa,. &rpE as, isR the c,u D<si t. sEsk,..h,, d nN xtl ( oPytighf 02016 A I Real lm>nzs- Antheay 1. blob. III: P.E. Remdotlim of this domme,t, many form s Prohibited wdhool,he .0f, Permission[rem 4-1 Roof Losses A,ibo,y L lombo ill: P.L Fort Pierce, EL 34940 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 ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-dC?0_JL1 HiTIQb8zg3onspiePgEMgQ154_TECmyBJeA 1-0 p 4-7-12 9-0-0 16-3-12 23-8-4 31-0-0 , 35-4-4 _1 40-0'0 q1-0 p I 00 4-7-12 4-4-4 7-3-12 74-8 7-3-12 1 1 4-44 4-7-12 i-0-0 5x6 — 5.00 12 3x4 = 4x6 = 3x4 = a 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 II 9-0-0 20-0-0 31-0-0 40-0-0 9-0-0 11-0-0 11-0-0 9-0-0 Plate Offsets (X Y)— [2:0-4-3 Edge] 15:0-3-0 0-2-4] [7:0-3-0 Edge] [9:0-3-0 0-2-4] [12:04-3 Edge] 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 FBC2017frPI2014 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, 9-1 0=-3007/2013, 10-11=-3120/2142, 11-12=-911/372 BOT CHORD 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=-391/766, 6-18=-1245/838, WEBS 5-18=-391/766, 6-18=-1245/838, 6-16=0/307, 8-16=0/307, 8-14=-1245/838, 9-14=-391 /766 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 Zt«« siq fkn? nmWir mk. Re A I t0;('k6S 5'k_.Y". iEl3A! IEt#S k:JkG'ri:JS:JS OM tm"r'iCCRGfiE G#r k«. t«Dr aige pa'ea.eMs ai:al «@s amt Tress ksip Ortrut!IR'; at Ike Aonn! I.Iv«ke D. t..leh. n:e San lei«e n.. Dltts 1u:0.1e1 n Re t;L, alr idlai ssns Pl«u udl ke tae 'DL'mkrda A"Ns, Be— Eq..-.. resnlry 0g .6 u; tx ga..ra:useghxrills q«e enlega nD pa ¢rim, !m'kksy dme sn¢er .k¢:axulhelDp Ir n1&L t'..a ge arkrc., keiny dc« :snaem Anthony T. Tombo 111, P.E. ai ne lF5 ns 4x. «q aru qe rsslArdmC tG.m Aku qxC HiwNegD:g«,ieR«sgrdne R'@e lC cifkbnl:Hrq ram tPl t. Ik rypx+Idtl lDD stew Ddt dMtress, adargkd'ey Mge stl Dw eHb •f skd kde .tm Yliftd ?80083 ne $3 f7«gD ipn aifahaM. kDa1 ,: ed'u lktDC alfe Na'ien IN I dfkldkq(«pxslSle¢NwnaAoa tlSd`!b#!ml'aliiisnrdr tl«r «kale« IM1l eef«es fte nynsiYu:ieteN&Insd Mlav DeKf«, nu ge.rp, 7!ren allnss Mxuh;Mn eehse 4451 St. Lucie Blvd. etldak.ufwANei«nan egaequs.myalµnunded. lh rises 6ga« isti ee&li4 Deep.: rrns,.r:am bgm deq Wim, All rgdend v,r. «e es debut 1. Fort Pierce, FL 34946 dpyrigbi V 2016 A l Rof 6dssn kabody L iemb. ill, f.L hpeddonim of this dd(Jmemaddpyl—, itp tthibikd wilb9Ji':h,e wifte.p—issieeNaA-I Midi fm,es- ArAny 1. Idmbd ill, ?.I. Job Truss Truss Type Qty Ply RYAN HOMES / SANTA ROSA WRSRCLM A03 Hip 2 1 A0181375 Job Reference (optional) i Roof Trusses, Pon Pierce, rL :AU41o, oeslgnLaltruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:04 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3 NdzegNj-50ZOBfMf2?bc2ljAEnJ000EUlEYQPnZFJeCokCyBJe9 1-0 5-7-15 11-0-0 16 6-2 23-5-14 29-0-0 34 4-1 40-0-0 1-0 0- 5-7-15 51-2 Sf-2 6-11-11 5-6-2 5-4-2 5-7-14 -0 Dead Load Defl. = 5116 in 5x6 = 3x4 = 4x6 = 3x4 = 5x6 — c o a Ia - - 14 Sx8 II 3x8 — 4x6 = 3x4 = 4x6 = 3x8 — 5x8 II 11-0-0 20-0-0 i 29-0-0 40-0-0 - 11-0-0 9-0-0 9-0-0 11-0-0 Plate Offsets (X,Y)— 2:0-4-3 Edgej [5:0-3-0 0-2-4] [7'0-3-0 Edge] [9:0-3-0 0-2-4] [12'0-4-3 Edge] 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 0.70 Vert(LL) 0,28 16-18 999 360 MT20 244/190 TCDL 10.0 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 FBC2017/TPI2014 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* 132: 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 pudins. 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 BOT CHORD 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. 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. 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 Nu,iq-fleneHmegllrnvnAe•AI/DS:`i9!'S:-..:Y"iEC3Al t'CYS6 .ISUIII'!fS (Jf':D4 tUi"r".CCIi:eE[KYEkT kin. lrtdr iesip Wmdxtntrnl mdesnFdsl•ett Ce i;e Aaxu};Ip,^.gdq, Irlga 7. I,zle lt.t:-hM. n,s Saee!Adaze ry fplecs kkxFu Mdnde lCD,alt M+Tatedde til esetta 7e'DDkkrdl. As,7 0•sige h}in i dq Erpna_m alm TDry a re}mxedae {tde ind eyie iq rya.nd#1 igdmrsngk? !w ]d me }QG 1 ne 1[Fl. txkW - ° 4rci,} dens :dtmm d,udbr b.. ,kil&x, m, rn liliRdbtD na Drug's @a yvC p Cwlln,D.: n,niRe rtrk d! m t! galfit bd Ilugnd ntR 1. M ,+d dYn tDD nr en fieN Ik?mss, ntlnn}kdi. Icp- t 1 ¢dk iu':k µe idAld Anthony T Tomb80083 ll[, P.E. 11,8a.'Ii.1D igaen Lorain. d8 me .,d k mt Inut lke rmeimsedp Inn d lie k:iigr msahh Na rtx IE4GpID,kN ht ad sG.f nknd g—a rifea•e nez6}:e a• a,Its.ul;e}r ed rx;uressdirdem t} pfl eelius@e. ns}nsdilpin nl6nndlkl.0.sl en:.rvs. Dr•q, as r,n ere lnss4mh,mw; mess g 80083 aaaivamdheinnon ed r rya ano,drd. to ta, Dn:n[ ! s6F&s:u Da 4451 St. Lucie Blvd. r w• e1 gus CoppigprpJ 2G16A1gealGoisas AnhonyU.N01ILF.E. hlwd.,fi. Dlthis dwm t,innny forms plohihited.1houl,he mitten permusit,.hom A hsat frasses- Amboy L Eamho ill. P.E. Fort Pierce, EL 34946 Job Truss Truss Type Oty Ply HOMES / SANTA ROSA A0181376 WRSRCLM A04 Hip 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 16:24:05 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3_Ndzeg Nj-Za7nP?N HoJjTfvl MnUrGxEn 1 Idxp8KMOYlyLGeyBJe8 1-0 6 6-1 13-0-0 20-0-0 27-0-0 33-5-15 40-0-0 1-0 0- 6 6-1 6-6-0 7-0-0 7-0-0 fi-5-15 6-6-1 0 5x6 = 1.5x4 11 5x6 = 1 1' / RI a, 16 25 26 15 14 13 27 28 12 3x4 = 4x6 = 3x8 — 4x6 = 3x4 = Sx8 II 10-6-9 20-0-0 29-5-6 10-6-9 9-5-7 9-5-6 Plate Offsets (X Y)— 12:0-4-3 Edge] [5:0-3-0 0-2-4] [7:0-3-0 0-2-4] [10:0-4-3 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.33 14-16 999 360 TCDL 10.0 Lumber DOL 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 FBC20171TPI2014 Matrix -MS Wind(LL) 0.32 14-16 999 240 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- TOPCHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOTCHORD 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=-3.158/2227, 9-1 0=-1 194/349 BOTCHORD 2-16=-1881/2840,16-25=-1422/2433, 25-26=-1422/2433, 15-26=-1422/2433, 14-15=-1422/2433,13-14=-1423/2433, 13-27=-1423/2433, 27-28=-1423/2433, 12-28=-1423/2433, 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. 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 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 Dead Load Defl. = 5116 in 5x8 11 PLATES GRIP MT20 244/190 Weight: 197 lb FT = 0% Ntnup flees=. dtmdhrtrkti de'RIIR:"FMSS k-:P;,nlA3kE I,pYSk Jk61I1uK:,13`gM€"[UY'P'1AEIIkrtli€[Kki1T Mv. ivdt mip kvam9nssNr IwR tis Gnt kip Ortevt!Id);¢ad lkt ldNp 1. ft¢Ct If: P'. ide!n t Sin'6etr nt. Edtsst *iu sa1Nndt iGg. nit k6L%krmdu iltles:kdlkesak dt'OCklctdt lseirt:, O:s Fy6i.a{e.<p;vES Etprct%t.de;weeriD)rprc:eNsna:p eddzptrt.siwlepiew rr.>9e:dithfa!dckstpkNtlr.sn;4lss.:lpalNxlklg®n¢. utnlfll ixnsipnxv{`x•, 4arp:nlPins, siniddl Anthony T. Tombo 111, P.E. d ts.dn' uu h: mpk ldq' M p siaEiM ddtU ., de grnt d uN pn'a IN W4 e0 :per,ude ud rdde4 de lx Ide Xuf'INpnk Wiit 1. fk ppt.d a: de lUAW it fieN fde t. ;ud+liph e'1®p. tvp- Ilf ik rased ktlx v:ptsiWk[d1 80083 de falfgW ttreN Etfit,la AAM sP tdddt lOC Nde pet'.itec 1pa"Ivn dtkkldap [erpnel Sdeq lda d FESr3 pkk kik [. of s&A se Av Nor dpifevf i%t kfixs dt uspxs lvin u/6litsd Mlaa D: aC:.ass &.p eyataminss Ymhtlan, mess 4451 St. Lucie Blvd. edamw dkt.[..egnttpekudket k.4,m..W. tk re,. W.[.I—n KT tk k.Iiq Wpte Las.Sy:la hpvta deq N.11'vp.JIl:pAdeN',ata: rte tsddf.tf e.?II I. Fort Pierce, FL 34946 opyrig6F 24164 1 Raal GAsszs Artkony E. Eanho IEI: P.E. &eprodunian al i4is domnreq. in onyf rm, is pm6i9ipzd'x7houHhe weidenprrnistion Len A I Rol Lrisa-perdony T, t;n4o ill; P.E. Job Truss Truss Type Qty Ply HOMES / SANTA ROSA A0181377 WRSRCLM A05 Hip 2 1 RYAN Job Reference (optional) A KOOT ! russes, ron merce, r-L 54y4n, oesign(aa-Icruss.com Nun: 6. ILU s Nov lz zul t t nm: t1.lzu s Nov lz zul t mi i eK mausines, inc. ! nu uec I Ib:z4:Ub ZUIIf ID:fXMofrMaVb?Z7FFUeY3 NdzegNl-1nh9CLOVZdrKH3tYLCMVTRKDT1H4sl7YmyhV 8-0-2 6-11-14 5-0-0 5.00 F12 5x6 = 1.5x4 11 5x6 = Dead Load Defl. = 5/16 in 16 5x8 11 3x4 = 4x6 = 3x8 — 4x6 = 3x4 = 5x8 II 9-11-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.38 16-18 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(CT) 0.69 16-18 691 240 BCLL 0.0 Rep Stress Incr YES WB 0.58 HOrc(CT) 0.15 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.28 16-18 999 240 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- TOPCHORD Structural wood sheathing directly applied or 2-9-12 oc purlins. BOTCHORD 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.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 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 40-0-0 PLATES GRIP MT20 244/190 Weight: 200 lb FT = 0% 3 0 Io Bxeiy-Fhm tlempi.re.ir.ne'AItA""14"S;S:.:`C,5EA3Ai i:E,416;0A61i1 R;JS'CMi't7IP`Y; UCNrk[EL4dE;6P tiro. lerAr yip p.:iai Mral saes a qs cress Ce_3 Crt.ivy;l";.st 11r 4rlfwr Clerh li,F. tAdn Shr!6dse nr. tldess 3 .se;`r1e1n e 17A. alr lei ea wFltl Idl ke Nu: 9s'BCkh d# bt ein:, Oex Ey ...{e:alT fad d alnmi .CS ye ;rdsatt'Rda dM naa .Anal ea4ewiy :ya:likh fa Se /ayed4;iet4i fy td C iC& It ! Ttt. a p pi 4ai} ku xfihA} Anthony T. Tombo III, P.E. M audh 4. rbilke- ke i sirla}ddwC ku ai mAYxas yea' q. kkmpC sa,A'h adaY dMe R'. W t( iiaePo 1' IEIn} edeMtti. ik rya. Idtu ICBM a(feN tl i. s, iadNn}Endly ta } tld' nih -sid tide }re_iAlil7d 3 800839eSrila}C•sf—tw.W. dlfah ed 4Ik10C 1 mxme. M'-w nkkidwtUIT—$ Sakti AiaseAsa'KSrip"t lrl t>0.A d tiu f—iPta.iry-IdBnes Me rzynvFian at¢;IAsdll Lnv C:tiRer.: ns k'Fr veaa eu lass Nneh.lnn; aleu eAayiu afmN!}e.aeon egeedya'rw.cxhd}xlln[M.latr.sDec:a Cy aisR_Itk Se.H y Ceiirm, Lau.rdem Ey'ae.an,N tlAr. Al:yed-.daz, nen9fini ili}I. 4451 St. Lucie Blvd. Zt Fort Pierce, FL 34946 o'yrigkt 24144 I R3ai (FntsaT Acthony i. Sam5o ill: P.E. ReaFaiuni>t n3 this documeat. innny form, is pmhihBxd wBhuut the wiinenpeFmisien ham.4-I Aaal Ueeus-drtheny 1, lamha Bl; i'.E. Job Tmss Truss Type Qty Ply RYAN HOMES / SANTA ROSA A0181378 WRSRCLM A06 Hjp 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 16:24:06 2017 Page 1 I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-1 nh9cLOvZdrKH31YLCMVTRK9d l HvspOYmyhvo4yBJe7 1-0- 5-9-5 10-1-12 16-10-8 1 3-1-8 29-10-4 34-2-10 40-0-0Al-OD 0 5-9-5 4 4 6 6 8-12 6-3-0 6-8-12 5-9-5 1 -0- 5.00 F12 5x6 = 5x6 = Dead Load Defl. = 5/16 in 17 _.. ._ _. ._ __ 1J 3x8 —_ 4x6 = 3x4 = 4x6 = 3x8 — 5x8 II 5x8 II 10-1-12 20-0-0 29-10-4 10-1-12 9-10-4 9-10-4 Plate Offsets (X Y)— 2'0-4-3 Edge] 15:0-3-0 0-3-0] 6:0-3-0 0-2-4] [7:0-3-0 0-2-4) [8:0-3-0 0-3-0] 11:0-4-3,Edge] LOADING (psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. TC 0.97 DEFL. Vert(LL) in (loc) 0.37 15-17 I/defl 999 L/d 360 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 FBC2017ITP12014 Matrix -MS Wind(LL) 0.30 15-17 999 240 LUMBER - TOP CHORD 2x4 SP No.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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. 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, 10-1 1=-1 112/343 BOT CHORD 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. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extehor(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 PLATES GRIP MT20 244/190 Weight: 211 lb FT = 0 m T 11( NmaD neat lea vlirre".6AI for! TIUS S.1'i sERBFII4YSfi..pDfILhS:J3*CYirCP:r71 Rre €DWFki'hr . 4.4t hrya Ift, Ills, &fl}e0-4t1'; wile lAlwrl lest, ll:_I..N Too, uL tiles pA:smuk,sdk:l DCvi,4d n ett„DKaa.[y ,4e:dxifsa>les nsffbD,We.s ,.9ft Al nak spin eEDk ar nna.nikk k.kksip Ale caps In +sktoe 4ed }n-1 r,^ism ,lunar tr, wwft? Anthony T. Tombo III, P.E. otn dr. sto, an Wit' le i sa44 dF.0 ,le Cwa A.nigernl WN,0, gn,kle user dh Ir:.lr llMte la•1'aa ldq da Rik tke ry..Idfm IDO let ktd Atk i, gi,M"ksA taepk rfi. eset .rta kk ,prsidliy9 1 80083 lf,; WgD-fpeaelwha Aftrat e: Mi lkiOC dlx Dwtlirn 1pse4esAlekllgcaps lSdth lia Iba ltSi'pipu,thi.'ad Sits se A tk, paxd pid .}%-1 ifiesle ngns hnn ui ktkedleGev0.per;is kup.,*keere i l"n V-4.,Wn.nk,s 4451 St. Lucie Blvd. Mnnsaalnx4kaiad, clapd,p,-a wll Fdy'Dn',Ard. ice Eras Des:n ExDh R-1 le Uuuq D<sipm a111u5MeaI-P-0mk.11q. Al,ryOded:era, xe mdAi,d aTn- Fort Pierce, FL 34946 copyright Z 2016 A Roof Tm,es Amboy I. tomb, 111, P.E. Reprodonioe of this dotowt iaany form, is prohilaed without the.,roan peeoiseiol ire.4-1 loci Fusses- Aethoey F. IOmhe':It, P.E. Job Truss Truss Type Qty HOMES / SANTA ROSAWRSRCLMCJ1ComerJack8TTRYANA0181379 Reference (optional) Al Root Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MfTek Industries, Inc. Thu Dec 7 16:24:07 2017 Page 1 I D:fXMofrMa V b?Z7FFUeY3_NdzegNj-VzEXpgPXKwzBvDSkvvtkOfsXwRoEbKPh?cRSLXyBJe6 1-0-0 0-11-11 1-0-0 r 0-11-11 3x6 II 0-11-11 0-t1-1t 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 0.17 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 FBC2017/TPI2014 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 purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MfTek 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=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 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 a.;dq-rwun slrre++,n.'rlmr,:rr,:s.:-;r;[r3atrwss awn•as;nrcu;prt'r;dcsra:rDruterurr,.tr•afmry.w,rw,rms•r.l.d<,H:t.:,ce.pDae ynor;man.unfr.r rsln.r:.rd-n:rs rel«.re.c u:,as.,.xrmlmnrrro.wr dii;s,amwplehs sidlkstik nt.DCkk d.td t ,Dssze Eya ra dry Fhi .IF s ASP"v"v Ttrcsuls m:aetha in Foh vud equ iq rntwwddi, fx i Fe4gedticeso9k' ;igzl uLk1DD If d ifl-L t'.xk p aetrve-IuiieiwMi. hlim Anthony 7. Tombo III, P.E. w.rdn ,ur matte ns r imdrrD ,ea Daae: qRe m_wu',o :A d rdta u'nr lx ma sl.d iuyrr.aemt ru mdty mi ml a, D-u dnrr.::. rcdeigxrdi. 1 p .u aonae [, idlnrmd =80083qrsnlliqawip., tMrula fiMe NMi. Ik tDC NAz pukne(pxd dirk-dry[e asl S:t lr lda i rlSf,r dilell l;mlSGA ida tl rd pixz-1flldfimsne resannv4lmeswefiecdlkt„0.v.er,.,«ss Be ryr:N-nn nElrzs. i edr.9rx. edess 445; St Lucie Blvd. 1w. r«hold k,[enrl rp praw Who M a pll.4.W. in rro,s Dma rermais R.rhoe 1,06" Deapa i sr,e f.riwme,! D0mm-SII:gM-dax, xe rs oefirN i. iF41 ogyridht 7@Id4lfaat Urssas Anthony l.Iomio Ill. P.E. Roaruoeion of this dommeot, in oly forms piohi90ed arhowherrinen Permission from A l fool trusses Anthony i.7om3o III: P,E Fort Pierce, FL 34946 Job Truss Truss Type oty PIY RYAN HOMES / SANTA ROSA WRSRCLM CJ1A Corner Jack 4 1 A0181380 Job Reference (optional) uul I iusses, ull r.e FC-e, rL —946, uebign@a IU u... mull. o. 1Lu a Nuv Iz zu I i rrint: ci. izu s Nov i e eul t v i I eK In0ustrles, Inc. I hu Dec / 16:24:08 2017 Pagel I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-_9ov10PA5E52XN 1 xTcOzZsPjsrBdKnfrEGA?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/deft 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 FBC2017/TP12014 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 quide. REACTIONS. (lb/size) 3 = 8/Mechanical 2 = 130/0-8-0 (min.0-1-8) 4 = 1/Mechanical Max Horz 2 = 35(LC 8) Max Uplift 3 = 4(LC 12) 2 = 71(LC 8) 4 = 1(LC 1) Max Grav 3 = 8(LC 22) 2 = 130(LC 1) 4 = 13(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf, h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C 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 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 Amv7-Flas: nnaegkl.releti lie'1-IPo:E`IAS,3'i;i-JygEClkIIIYSfi:J%alfl]R:JS'.O4i rri gCrS'b:EVnll;ij'nrv. tvilrfafip ysevdx[af:al Nefa?h hestCnip pexag^PL' eMlke le6wt i. EemEtlt;/;.Ifxm'a iie!iehre at?. Etlrss aise [Rhl &el,alr '. klaireaemr doI atan.2 gcnlr *l. Asagra:sResa Eyaa .inidry Eayae OrdrKi rgrr,[gtatcrgPaednt grm vulegnz iq gae:neh n:'h1-gaA@eiegh La h}a'na a lM 164a It ae lrFl. rx as ga vpne mini m xina.lry Anthony T. Tornilo III, P.E. rseeln skr wt GiVaif' Ike g ImdnrG MG 's dta NepR pGllivag IaYe uakr do 4. & 4(anb6 I 'Ilrzg sN[d R'I r!: tl rddn NR a, AeN. d4ei ss,'vdNvg kadog Ixye' nl. aaeNk iv:h4s g pmrN ' 80083naB+Iingwspsr ne laataue. Allan Mv 1G N%, pa'I eat ph. 4N WW"[ga lSAs Meseba.NSl, gslh.s IC RI W SG.i -A.—iWpwal pdave-IEtl eefias<Ga nsgas lrus al6tksd4.II„s;e; .rvss gLip:y aae less 4tndaann, aks: 445. St. Lucie Blvd, Zt env maiaNNei 4oagvi pa rnait edy qa' rN. iklr„BnaEag aisi rn klifgPsignr, i r rhg r.amHiy-4:gad N2xtaea EdaNOTI. Fort Pierce, FL 34 46 Coprright 241841R af llutsas kaihaaylimSo:Q: f.E Rt?,duaia of this il.0 ntiaaay firm s prokibited xirhm-.he wrinsn permissisllhon R I Roaftms>s kathoay l.Iamho ill; P.E. Job Truss Truss Type Oty Ply HOMES / SANTA ROSA WRSRCLM CJ1L Corner Jack 4 1 RYAN A0181381 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 16:24:09 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3 NdzegNj-SMMHEMOosYDv8Wc7OKvC54xuiFUv3Ev_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 CS1. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 125 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 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) 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. (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 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 x"dq.rl,arneenet.n i.Im.:rD;s,s:'r le arrws Farmn;nF s od wrrxlr,a;F uFrrn n erdr:rApae.,.•Kleret..a:r•.t,a.ir.u.noD;anec,e tres.r:-r:.Fd:rnes ed e.,<,tdk.i,.:.lenn.rm.h iNiez eaoeOw dd Mlkts lu.4 'GLak d:! As.irr., 0sie hrme i d'J Ecstl ?d ae.n'fw"gMd rgnredla ryar smelegia di :p9uard. h::k kdgedNt safer Wrkd Ik ID6 It mttiHl rv.&g. nFaex taiq kCw 'harry Anthony T. III, P.E. W nedh #r em {than Ik .pr'a.lAlAke D•u•, 6e O'.xdt dMr Nyp6 M: iwtlms0 aee,nit wh t{tAt lr d IM Mf I.d "11q akwrr t. Rt qp ddh lDOw.q fi.tl dhe i ss. i.dniy U7. 1 re usW MmeMh ud:Mb .pasi4lRtd ? 80083 80083Ik4iI1gD xr eu [wk M. dflM aqb g±iDD.d5x petRer eal}tid' dtkkldq(r re. ISakh Nx d HSF3 raiDkxel 1p WSV.dpiWx 7%Itdieesde nspavxvpnetMhtiesdlA:U,,@z en:.rets k.i5.:yare net.•tss4 .9e;hn, nkss t de—WM1 ,row egad q. n. v.tmc iyo sties wm lurra,s Des ex [egaew-sk rtk {e.11iq Desipa, Las.rAe¢Fr u.N'tliq. :Il;ergdeed-erg. a. nEtllnl a.'p 1. Fort PieSt.rce, , FL Blvd. C9rrf19AE'S 171I&4I tDdi lftlii'S AftGOtIY I.Ianua lll, P.L R{xDiUOiJn al tht5 d0(UDIFAt.19COj'(9Ft11, i5 p10A:112d W!1hOJErAE a'1I11fD¢PfgI5510tl M1nA A -I r]DI T(tl55?S Anti l.lami III: H. Fort Pierce, FL 3494b Job Truss Truss Type Qty Ply RYAN HOMES / SANTA ROSA A0181382 WRSRCLM CJ3 Corner Jack g 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 16:24:10 2017 Page 1 I D:fXMofrMa Vb?Z7FFUeY3_NdzegNj-wYwgSiRQdrMmmgBJa 1 QReH U 1 Keoboh87haf6xsyBJe3 1-0-0 2-11-11 1-0-0 2-11-11 2-11-11 2-11-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.00 4-5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.01 4-5 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MR Wind(LL) 0.00 4-5 999 240 Weight: 11 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins, except end verticals. 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 = 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=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 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 me:aiy flmu tlnaeillrrenev k'II ID;;imSS3(S:i'iP'j.e[DfP1EIlkS6EJ1m11DlSfJ1?DMI'IYiIS,XCE;iEfMY;Mrhrn.lttalengaNudntd nN nht nlNs lnst Wr B."Iff W ldfary 1.T b. M. r.5, I& is. Mae a W"s dAnrite T.dH v, Rt 1'k a! Miisttoeena+lldes sMlierte{ra;h,DCpkrd:f. Isttmsanig Erya+n{ie.,5le:na![epu±r„de:MnmliD;;gn:wtwn:gEiurdda fldessaad ngemiq i::Dwu6ihh tm as layedlksalk iros.Igrckdnik l00 nlr, uin iH1. ri:age ri:.q:ms, Ntliry nMeins,:ahbia! Anthony T. Tombo III, P.E. d.sedlh'.sss is an t.' tsne r suaibdkD ,k C.er rRw ei gm!u klwlPmlD ,ip ,akwl tdMlk,@e lx lih bal aiifiq tgaW ifli thegn ldne Too W vf%4 it, i:ss,n tigknlml. Ixrye,o td enweeeF q'M hknynsidlgd a80083 qe fle Q•w EnnuM. ra nht sr. ad'a Im1DC ik eCrcm ed ulandHr4N ( xN Sa4lrnM As NS plD:kl i!!WSXA ar:de db d emt 711l idank es si4Dnn ni kdrsdkl D_ wq w' n n q M coy ri pe vicen,'ra,: m: re',.jaen aai lns:amdmwn Mess 44;1 St. Lucie Blvd. adnwrs MreNNeEmneagaigna twh,aNlalia Nnhd. ihra ln.n fq'®nisk tfh h:Niq Resign, i .lsb hrnwdm, knlNr l9 mrndeb ems; ae is ldlnt w'ili. Fort Pierce, FL 34946 efyri9ht 1Qlb 5-I lad Tlrsses Anl6oay f. famho lll: P.E. Rtprodurtian al this dmum"I: in any farm, is plohihiled w6oul k wlinea ?"mission lnm 6d Roof tresses AathanyLlambb I101. Job Truss Truss Type Qty Ply HOMES /SANTA ROSAWRSRCLMCJ3LCornerJack41A0181383 AN 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?Z7F FUeY3_NdzegNj-OkU2f2S2O9UdOgmW8lxgAV 1 DS27OX8OHwEPgUlyBJe2 1-0-0 2-11-11 2x4 = 2-11-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 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 FBC2017fTP12014 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 purtins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 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=S.Opsf; BCDL=S.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; 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 N'tafp-netn".01rreakx ne'4119;f ildSkf rSt-a-5(13FE I1NfgtJkglflunS t7f'gN'IgrEt Ykgud fgeNENrhre. Ixgr bi,ryp:a•nr; ri rrl rhsr"is Gsssksip bnxiq;t'oatnr 4omr I.lack Ik;I..lek;am Sia!kdxa ae. rd„s nk«.iu,xlNant(m. rlr Ndak ama+dde:akrnr Nm n'ogrk da.l,.lnc:ua, Gda=s,:,<.rrnrGl rn adrrrrs rprr„mrtrrrmk aMnm:iaal«4arang,::ya;lianror er,ytdnr:upa .eq Nrneloo nt - lni-rr-.q.,s,..ekan.uamaNnrc m ro AnthonyT. Tombo III, P.E. at.s do n r a g n r nlmdd.0—,r. ee wilielb "Aft ndnm Ir6, a 4 1 :NpMrmn 1. N rr InntmorlgW atnarns.rdN,pnxtbp..y AGrnratkaprdlk w t.In Weed = 80083 nrs.:lr gosy:<as[ewa w nsseaaanelo.Nneped.mrdprctandwwletepnalstanlnr nak nsnMk>kepr. wruasa,ea errakr 1nleN,mna-tyrsulnnatanesaxl...e:s.:nsot,pG naailn„uern;m< air:, 4451 St. Lucie Blvd. rne.neandNktwtngnepniw!arM,WMcnnnhN.lrGt,slnaGrsiisg-tdYllglnpuxias,4nuGgnr.#m,lllNepeneNms,aradduNulL Fort Pierce, FL 34946 Itnmdoni—I this dmkment, in yform, is pmhikOed wOhwnhe witien permission hon 4 lfaol Tresses khomylA mbollO.I. Job Truss Truss Type Oty Ply RYAN HOMES / SANTA ROSA A0181384 WRSRCLM CJ5 Corner Jack g 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 1 D:fXMofrMaVb?Z7FFUeY3_NdzegNj-OkU2f2S2O9UdOgmW8lxgAV 17X24tXBOHwEPgU IyBJe2 1-0-0 4-11-11 11-000 4-11-11 4x6 II 4-11-11 4-11-11 Plate Offsets (X,Y)— [2:0-0-12,0-1-121, [5:0-0-0,0-1-121 LOADING SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.02 4-5 999 360 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/TP12014 Matrix -MR Wind(LL) 0.04 4-5 999 240 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 4-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 268/0-3-8 (min. 0-1-8) 3 = 127/Mechanical 4 = 55/Mechanical Max Horz 5 = 109(LC 12) Max Uplift 5 = 77(LC 8) 3 = 98(LC 12) Max Grav 5 = 268(LC 1) 3 = 127(LC 1) 4 = 89(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-228/342 NOTES- (7) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 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 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 0 9nu4-flm? tlnn611 rene' ne'}.11D`: ':IpS53 S1i1"rP^, 5E63FI Itf'AS e::I%¢IIIvIS (7S'Op E"tLi:t`11trk'-;6tE@eYf%r Ira. in9r hsiry yu+!inr ei rnl nfrs n!Ys Grn Ceip WcrigIM; nl qe dshwr I.ItCt I1, rE tfsn;e SSeNMxe na. Gxkss e7xaise s!ekf n lE 1, esh WTais dm Mk Anthony T. Tombo III, P.E. reen ta. sstrnr to ¢ t-.larad. e.n-, d c.n nu. i,g ann awuey¢:n.m4s nx++amn,. ¢s Exmnmm :Ixyrmwn, t. Nmar Ides m¢newmu rnr i,.:s: sda:y aura,, Mpe:w nn tr.g>id rtr p. imrd =80083 4451 St. Lucie Blvd. Fort Pierce, FL 34946Z't yCogyrigktD1g1641 holfreeses-dntho¢y iJonho Ili;P.E.Re¢rodwi. nl this dotoreeot. in ony totm,is prohibitedwfih¢unherritPo¢perreissk. here 4lRnoftiasses-4nthooy T.lnm6aiil; P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SANTA ROSA WRSRCLM FG1 FLAT GIRDER 1 3 A0181385 Job Reference (optional) RUUI I IUaaca, runt rlerce, rL J9y90, Ueslgn(EAVd Ilruss.E;Orn t""u S NOV I ZUI r mi ieK Enausines, inc. t-n uec 8 u1:44:23 ZU1I Nage 1 ID:3cbD6QA9jcxoTnU U N8i_XizeZZI-OLwcBb6stjsLUY5vbgu455kQfLo_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 2-0-6 2-6-6 2-6-6 2-10-2 Dead Load Deft. = 112 in 4x4 II 3x10 = 6x6 — 3x8 = 2x4 II 3x8 = 2x4 II 3x10 = 4x4 II 2x4 11 5-4-8 7-10-14 1-10 15-6-0 LOADING(psf) SPACING- 2-0-0 CS'' DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) 0.23 15 999 360 MT20 244/190 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 FBC2017/TPI 2014 Matrix -MS Wind(LL) 0.22 15 999 240 Weight: 347 lb FT = 0% 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 =-701 0/0, 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=-307310 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=W704,7-14=-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 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 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 (pit) Vert: 1-10=-200, 11-20=-20 Concentrated Loads (lb),. Vert: 1=-338 10=-296 21116 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 Continued on page 2 Uniform Loads (plf) 9vriqilem tluetgllrrerar Ae'11I0;!'ItSt5 5F1'Y'!. SEk3AtI:tMl6 Jktin]kSEtS'gNi1Li'Yf AI[t"6tELSNikt'aty.lr. dt teip!vexay.Wrnl rtltt tt't's Gttt ktge Wtray;ltg;WMldkryl.ks2t liA. tkkrestika*klve rS; teltst #1 fttsMelnme tr°8. u1/ itittkt ar dne idlktn ra xt'O9kkrdd_A t 9 gFgw k dry EtN n b jt ryre.:ttismtc:q>a dtft pehkl trya m! :aieh wmr ksw7ed@esa¢er .tq>tt at tot it mniHi. rxk ve - mn, ateai to sinkcm Anthony T. Tomo III, P.E. Fz Wtudkk itt vn kiltq !t yx'S:imdkeg bL er' dkn ntnd N. kiNaq t«gv,a:F.e wkeldMtd Ik ii Itkl.tl llq[tNWRl. ik !p ¢Ifh NOW tq feN re'Nt Frss;'tdttiq mAmo: Ivq hFMenb skd:kNt tgeslltiryd =omtdNeB>.uq D•ger '[eskr;hr. Ail Met atk 109W7etednn mt pedmtt ONhlzig(¢(.i kith My knitfPlpl6 ktk t. WSKA eldv tar lxvd psL.IPI-I etfiee ae retkns mvt nl kiasdlkla,, Utipsr, .lets m: r:genv attrtu Nmdetivv etkss 44Sl St. Lurie 6lVd, etN!:.nt kdWltt;rdrmlepWtgn r!ioghvik Tn anh>! Irct tDe'm [y'aalsk rde daNgnigw[ t.. <slev hg®. >mr N'iliq. 3ll:gW N-vs., vtn tdMaTl 1. epyugIOC20164 I gaoftlossts Ani6otyi Tlmha.il: i'.E. 9q,06diud thkilm ai, inanyform sptohhited allhout!he Widen permissimlfiemAlhfbosses- 4mhony L f;mno f. F.F. FoR Pierce, FL 34946 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 (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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. Job Truss Truss Type Qt. PIv RYAN HOMES / SANTA ROSA WRSRCLM FG1 FLAT GIRDER 1 3A0181385JobReference(optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 8.12U s Nov 12 ZU1 r MI I ek Industries, Inc. t-n uec 6 Ut:44:23 zu1 i rage z I D:3cbD6QA9jcxoTnU U N8i_XizeZZI-OLwcBb6stjsLUY5vbgu455kQfLo_oeY?v7rFJ7yB69M LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-10=-131, 11-20=-20 Horz: 1-20=31 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 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 (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 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 B,nlq-Flns tivegkrrerFr ne`d 1 t0""fO:3'S[> sEK3At ELMS fi:JfWll"1S (95'OgflUf MllCb;t;ftKY€XP M•v IeMl tp p eaMs tN rnl wes n mfs r•es; k.ipbrrty!I@C`;w! Me f6,wr L [wk f:1 IeF'na Sks`Idre ru. fiekvs dRcals<nuld n Iti IJI,etlC Ent:howrm+llmsnidik,t>e;s nk,aa.ls,lw:,:a[,s ,sn:an[,t;eza tl:s iw,+lm,qa:swH;,r,sc,anenar::nwi,•,.;m*:may€!«k:deg,tllnr:;tnawrtoewlr.,a rnilud:i:r:,e.,roa-E rnw,.nnam Anthony T.TomboIII, P.E. N, udn. r.s; 1#w, eat n, q :lara o.,.•, c.a• ,nl.nq.c.tl kiunpn ,nn mr Afurc n ar iM W.Awkiq,ek vttt t. Tk W,.IttK to®w,w, eeu to r,.,s: ne,e,q r! hq, usnuenwaeh gsia kn, iwmd = 80083 k1311q O-'i;F as Wke.1 AO.tss. M e lkIOU "P,Fehers MOoar t,EMkiW.q(w.1 SAN wvvN KA ld&h11IF! ',y Sy.{—d ter apN,ee In Ia.,Fk gnsMm" d0tia dOsFaa, Bess k,q,'.F— Wlnss ki.*d—nIt" 4451 St. Lucie Blvd. en„•,i:ear lly,€ xn,nq,aagw -.,;, hapree,n„I,d la[ ;W:«[q"X'Itl,sy€giaama. n.q.AlstAd.sl«r:.n„s ,wsrnl. Fort Pierce, FL 34946 OPyligit 24164-I Roai6niszS WhOny T.T.h l: F.E. Rglwutioe of this d-.w,innnp torm,isPEOhibikd vilhcunbe w,itkn pnmissiw llnnII-IbfTro>Set Aninnoy i. Tnmha ill; P.E. A0181386 ' Fort FG2 40 11 FLOOR GIRDER 1 Job Reference o tional il I2 20X 7 fr nt 2 FFUov INdzegNj-sx2QtOSg9TCU?_KiiSTvjizLXSHcGN?Q9uSDOkyBJe1ss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MilU Industries, Inc. Thu Dec 7 16:24:12 2017 Page LOADING (psf) SPACING- Plate Grip DOL 2-0-0 1.00 TCLL 40.0 Lumber 1.00 TCDL 10.0 Rep Stressss Incr NO BCLL 0.0 FBC2017ITP12014 BCDL 5.0 Code LUMBER - TOP CHORD 2x4 SP N0.2 BOB CHORD 2WEBSx4 SP No-3 *Except* W1: 2x8 SP No.2 BRACING - TOP CHORD or 4-10-2 ocStructuralwoodsheathingdirectlyapplied pudins, except end verticals. BOT CHORDRigidceiling 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 2593(LC 1) 12 2465(LC 1) 7 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-32-58336003 4=-58033 0 415=-5833500 5-6=-3928I0 BOT CHORD 12-13=01516, 11-13=01516, 1 =0/460 3825, 9-10=0/583318-9=0/3928, 7-80I46 WEBS 1- 1=6- 810103936, 5 811117710,/3757 I374, 5-9= 0 2255 1-9- 7 1.5x4 4x8 = 1. 50 11 3x4 = F in loc) I/deft Ud CSI. DEFL. Vert( LL) 007 9-10 999 360 TC 0. 37 Vert(CT) 0.10 9-10 999 240 BC 0. 90 Horz(CT) 0.01 7 n/a nla WB 0. 94 Matrix -MS 3) Unbalanced floor live loads have been considered for this design. 4) Platescheckedfora plus or minus 0 degree rotation about its center. s aced at 5) Recommend2x6strongbacks, on edge, p 10th 3-10d 131 oc and fastened to each nails. St ongbackst o be aruss kttached towallsat their outer ends or restrained by other shall eabens. 6) Hanger(s) or other connection concent concentrated load(s) provided sufficient to sup035 lb down at 3-7-0, and 1035 lb downat1-7-0, 1013 lb downat5-7-0, and 1013 lb down at 7-5-8 on bottom chord. Thedesign/selection of such connection device(s) is the responsibility of others. 7) WARNING - Pleasethoroughlyreviewthe "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) 9= 1013(F) Vert: 10=-1035(F) B 13=-1035(F) NOTES- (7) 1) 2-ply, truss to be connected together with 12d 0.131")(3. 25") nails as follows: Top chords connectedasfollows: 2x8 - 2 rows staggered at 0-9-0 oc clinched, 2x4 - 1 row at 0-9-0 oc clinched. Bottom chords connectedasfollows: 2x6 - 2 rows staggered at 0- 8-0 oc clinched. Webs connected asfollows: 2x4 - 1 row at 0-9-0 oc clinched. lied to all plies, 2) All loads are considered equally B place o the LOAD except if noted as front (F i °r back connections have been in CASE(S) section. Ply top y I loads notedas (F) or (B), PLATES GRIP MT20 244/190 Weight: 102 lb FT = 0 % provided to distribute on y a t d I a Ce'r!me: yn',ft!4ahwllt klkP tek Sus'tel Lrd unless otherwise indicated. t tyre uasttm 31[4Cti diMr m. d!h edde!ntk ka 11 del D wtr wq Wrk!.w swlt de ,rwxiWdid Ea .d w' wt'65.!r.tw r,!ptx dd!Ptd!Awl !h atiP.i. Ike afl"eol a!n!N6ai wSfia dft t. ss.'rc8.t welnss kwdWnd..de!s ne are9 Flu.!dwwdMretx i l Ift . Mr S.. l iEC4At (r#S 6 Jk611I lS;JS OR t7r(Y FP M kr tlitlz wxaw dertsiadlk vtin d'lirydde Cl .ka rx dker rzetgw're baun3 D•-ax..uie,.prr Ad!d'de l0.'MAeMI':iti9 .lPbl vfiwsfte eywsdAtie!nlenwAlklra., D:z?M..IeSs d!. ,m!Y+!re S uin [Id tr cnkll:w rwsa tq.ttliendd!te ld'q(Vk!!N Mu f {1511R'''Fstk('MSiArtd .ttbr 0">{!iM* 1 d! 8a 1/®t6' ¢e'ae [wE i All rsh seM Ik10 17e Httk' i r+ks hEeaz a!tnrokliry AI q0i :l ns, nea tali 1 'Ft1- enrem,wd,!aw!; wk w twaW,t nlp m n!ud. twl D!rwEy e«-surd r:uuso!rnw opnigh1D10164-1 RaoiT!rsvc Arihoay l.lam a ill,P.E.RspladnniN!althrsdommnat. in am form sptnhl0xd!e.rhout'Ae written permission Ernn0.l R aiiie+szt-knihony l.lam9a 111: P.. Anthony T. Tombo III, P.E. 80083 4451 St Lucie Blvd. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply RYAN HOMES / SANTA ROSA WRSRCLM FG3 FLAT GIRDER 1 4 A0181387 Job Reference (optional) Al Koot I russes, Fort Pierce, FL 34946, design(o_Daltruss.com 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 07:45:26 2017 Page 1 I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-2TDRP7tN 14oOYDPOnPWs8NrAmkFm37eHOQc4 t zyB68N Q-4n0 2 4-11 2-10-7 4-11-6 5 5-a 7-6-1 10-2-9 12-9-5 15-1 18-2-8 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 4x4 II 3x8 = 6x6 =" xo = sx4 = 3x4 = 3xb = sxe = 4x4 II Q,O 2-11 2-11-7 4-11-6 $-S-Q 7-6-1 10-2-9 12-9-5 14-11-1 18-2-8 4- 2-4-11 -6-1 1-11-15 -5-1. 2I 2-6-6 2-6-12 2-t-12 I 3-3-7 l Plate Offsets (X,Y)- 1:0-3-4,0-1-81, 12:0-2-4,0-1-81, [8:0-2-4,0-1-81, [9:0-3-0,0-1-81, [11:0-3-0,0-1-81, [12:0-2-4,0-1-81, [15:0-2-4,0-1-81, 17:0-3-4,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 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 FBC2017/rP12014 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 240OF 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=-25533/0, 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=0/12706, 6-13=0/3846, Continued on page 2 WEBS 6-12=-2115/0, 8-11=-3717/0, 5-13=-789/0, 2-15=0/9210, 8-12=0/9126, 1-17=0112025, 3-14=0/4578, 9-11=0/12706, 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 1 Od Q.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 wl 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=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 2-0-0 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 dawn 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, and 282 lb down and 84 lb up at 15-0-0, and 282 lb down and 84 Its 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 (Ib) 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=-81 7(F) 33=-817(F) 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-19=-20, 9-19=-140, 10-18=-20 ztwa. iq-nesr MaiRlr rera. titt'd i t0s" :rD!lS 5:iir'j, FC F! I1.45 6:J%dRveS f9S'DNrtUf:r'11t[e 4iF0i11:1r 1aa. IMr kilp p!ra9at re rxi Wn n!!et lnrr hfip 0aryilP.j mi M 411wr!.Iuc4lu, rf.lAam Siee!Mx<na. kku Nln.iu Ertel a foe IED, u1( iNtetroe rpdes idler raxt Doak dd asetr::;n,:a[gw a <.ra.M(gae• m;edr.,gTD;repem,no..meamnmaaoeltga m,mra:aanniDaFrsy.emrsasNt rmac n loc Ir aanln-t can p gay,,Nartr tc .:alum AnthonyT. Tombo I11, P.E. md.se dN fa nl kith. at sp.uo l'n dNe D. 1. Dver dMnk qa4 4, kNq ksiger.a3 adea dae N:,N. I[ aid arlw,l w.l4gcWd TFI1 N gntul Ear rDD aim N11 see.$, T s. Wdim, luilag:larg, asalak. M 1,,, 40: le It reir-W,d -i 80083 ail ksipa eu lay.Jn. {tlmassrrpals:lDDnl7ttrixhrn eq pedaesd Hr kildq(rs rnnl Stith ldasdNe;l(SAId44e1hfr eM SK.l ere Lek ear ad gdua tnle.errk reyr. Tar, rd amndN t ;ku a.. yens ks.; .ra ai ins: Namara r.kss 4451 St. Lucie Blvd. Mavatatadka;nsnegeei rrnavidghdpmnl.nked luless kcu 51-is Lt lk k.NDq 110M..1-5y0. Nrba Our HAIq. a.01.N!xwuees ddW u T.M. Fort Pierce, FL 34946 o'pight92016 At 130 trusses- Aatboay L Tomb. ill, P.F. Repr.doninn at ibiedoomemjis any form, is robilsiled witboul?beweiiitn rernissiaahon At Roal 6assasAnthony 1. Tomb. III;?J, Job Truss Truss Type Qty Ply RYAN HOMES / SANTA ROSA WRSRCLM FG3 FLAT GIRDER 1 4' A0181387 Job Reference (optional) At Hoot I russes, Fort Fierce, FL 34846, deslgnLal truss.com 8.12U s Nov 12 ZUl f MI I ek InoUslnes, Inc. t-n Uec 8 U1:4b2b LUt! Feage Z I D:fXMofrMa Vb?Z7FFUeY3_NdzegNj-2TDRP7tN 14oOYDPOnPWsBNrAmkFm37eHOQc41 zyB68N LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=-140 12=-795(F) 15=-795(F) 3=-101 19=-113 20= 38 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 (lb) 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): Lumberincrease=1.60, Platelncrease=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 Menwr-nmu Nawdif rer;er;; Me'}I100[?iP.i'k[Pr SfP3t[ [WS P::JPmILAS EJS?AMi 4Ai;f; 3[[i:6't[Ea4E1P boa. ledt ipt Ee;wgxt ni rnl a4t a "..is?nst Gesip dtrsl!ne; m1 Nr edewr I.Iusq It, t.E.leN!n;t Siett kdx<.u. Edru d!n'iu rdel n Ne RE, M( tOhieoset4r lNhs adl aer W'k'PCNkrdd. As elrx, oesia Eg t idry [apxm _Ne ednarrp•9 repe:utsmx;ryNa dherym swder;hx iq e:yw:Mihn p: Nr lrupol6e sNtki iµd se Ne iDC It is lnl run Ip anMei NuuP dG t .m Anthony T. Tombo III, P.E ul.sedM b Idda. Ne sprb111rdM0 krC edlx 'qxA Me1nY'90 ee.i uNrNheNLNrla It'srlA wgeWdrPll Ikgp I hrrD0W.,fhd dhelr,r;,&sgkelil, kp shi4nw 'kaigsiM1Mt pesidlrt!d 80083 Ile 4tl6q asipa ae tsd c PIlM Arda N: iBC HYz pki .eelped' s the kiiLx[P egr lSdeh fdaatNm{IlSn tdA.0e11 I.. MSGA e de• lfK pvadpinax 1WI idMes Nr nstms blNn eel dlNtdlkla,, b.s.ex; ntsf eq+itirea rn lre Amax nlrssZtellxrnlifIit.:.. ei I-fti 1. 01 t"-W 1x I—Gs.ah Mi is l-i Ne k'n on tnt, Srhs le adm, Nn' 4451 St. Lucie Blvd. w Pn p y pa:x Ew. 4al;gndi.d xa,mts tdhdum.P Fort Pierce, FL 34 4b oppigbf:) 201641 Roofimses- 4ethony 1. lombn III: P.E. Repiadnd-1 this domment, in any form, is plohibiud whhout she Witten pnmissiaa hom..4-1 Roof bosses 4edony l.lombo lll; P,F. Job Truss Truss Type Qt. Plv RYAN HOMES / SANTA ROSA A0181388 WRSRCLM FL01GE GABLE 1 1 Job Reference (optional) Al NooT I russes, tort coerce, rL s4`J4b, oeslgn(OJa Itruss.cont 01 -8 3x6 FP= 32 31 30 Run: E120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:14 2017 Page 1 I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-oJ9Al4Uxh4sB FIU5ptVNo7flYGB4kVfjcCdK4dyBJe? Ox8 3x3 = 29 28 27 26 25 24 23 22 21 20 19 3x6 FP::: 3x3:-- o 18 17 1-4-0 4-0-0 5-4-0 6-8-0 8-0-0 9-4-0 10-8_ 12-0-0 U 0 14-8-0 16-0-0 17-4-0 18-5-0 1-4-0-0 1-4-0 1 4-0 1 4-0 4-0 1-4-0 1-0-0 1-4-0 Plate Offsets (X Y)— [1:Edge 0-0-12] 133 0-1-8 0-0-12] [35:0-1-8 0-0-12] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud 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 purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 18-5-0. lb) - 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 X'pyy; Rt tt"xrwM!;a+ d _ kFtlN j€{; #'". Edtlflt€'iks L( pi^9f tS^1 M'i`!Ci"!'Sk1tr.16 fXt M ts9r Ncgsf xar s aiiM ud" ktii firsE sp,,,xpy:teeWtt FxAcs l pa3yiit.r !el ttSt#tan s Cas s xis s#ea 'k¢ G6 nhr a . ft x•t ngWV.W. n1a e.,P sNv.t 4.,ia,mi Iiii Owjt e nxs..p>s +1.kmisa& .*1 Rr1Nxu Ile i Inn Inftq -"I, ' ratio Anthony T. ombo tit, P.E. z 80083 ee taxerwi(auaw.iva sa xtaHe i'ea[t traxe of x#xelro£t«id(lgxm¢Satakrxc4x lrAli.dt eeSA't or utxenrohrw ts.+an 4r re,tw.mars,ewlMrsatuAsi3esemr, irs,NGrseu msiras itwasrhix.niex 4451St ,tceBlvd. rMr trr #rostra Laat yierl am Fdrxh2rsAwhei Be i:.se_sfyE«x,pd 9r lssx13rs4.aExss.yskx:'4a rdstt sa`sly. St rgM,heltkas as r, k;eNai-r Fort P+erce, FL 3:946 idP!' Kfg#1>Z: 1etbA-It0£flass£s"AniEC#p I.lQaliB tli, F.F, RIF'rhoo dthis 4RUMEr.,i URyfDmi4limh it ild ilhafIlit cive, pi isuo tip. U:PQ ims[S'.i9iH3Z)1. t0t£4111; P.F. Job Truss Truss Type Oty Ply RYAN HOMES / SANTA ROSA WRSRCLM FL02 Floor 6 1 A0181389 Job Reference o tional wu, .waa un r,c, - o.a ca.yllL,a nl uaa.wnl 0-1-8 H 1 2-6-0 1. o. I cU a rvuv 14 — I K rum. Q. I cU s Ivov IL <U I r — I em nlouslnes, Inc. I nu Uec K to:z4: 14 zU I K rage I ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-oJ9A14Uxh4sBF I U5ptVNo7fa7G?JkL4jcCdK4dyBJe? 1 2-3-8 1.5x4 II 1.5x4 = 3x6 = 1.5x4 11 3x4 = 1 2 3 4 1.5x4 II 3x4 = 3x6 FP= 5 6 7 0H0 Dead Load Defl. = 1/8 in 1.5x4 II 3x6 = 3x6 = 8 9 e eee 15 td t2 12 11 3x4 = 3x8 MT20HS FP-- 1.5x4 11 3x8 = 1.5x4 II 3x6 = 18-5-0 1850 Plate Offsets (X,Y)— [1:Edge,0-0-121, [4:0-1-8,Edge1 [5:0-1-8 Edge] [10:0-3-8 Edge] [11:0-1-12 Edge] [17 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 0.81 Vert(LL) -0.32 11-12 >685 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(CT) -0.41 11-12 >528 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(CT) 0.06 10 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 92 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 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. TOP CHORD 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. iwsiq'Flav mm.{klr rnn ire'IIIOS"+'Ik;,g^};:p", nEK3AE IiW56:J#mlly"AS:JS:DdiRU1=Y;t(KKiB EAMEki Mn. Hrth trppandml ul nd nrts..t, Tnss hair MARIM; andmking 1. fWt M. Fi.leb'en'r sRC Wue e. lAtu*P I, Slanft to"I Ni1£$t wnu ddi dl r w!!'DCwk dd fslh.:. P:s9 h{w _.. p+'7 Erfl q+ Wn7[dyr edt ttrt14x dd put - e.p 1y qa/kn k"kr/ I{e dme drjer II d Ik IPD It - lfl} rx Fe P vpae laEe{.erNtit srip1AC Anthony T. Tombo III, F.E. M ned pi. sw. m, It". M r Ifi 0.0 NG Akn 'yM he lwHmrP r,.,»n, cadet dkem Nt lfl 1@t iud' IlurntrWif,t 7k p. tl .Poe IPPat wy fieN utl i ieMoiyesnl®g, 1 R it Mt nek ii-k Nr wpe<MNtd 8ombIrerelfm}D {ar eae (e1hM ANM nixlkiDC FNe patitrelg+a.l' dikk'9a{( ISdtW Nw elmn;NSryr lG;keNr BSGE k ltxp:o dpH.e. iPhi etlln, 11t rzspaWNmes nlnfirsd Gel n, 4t etlelnnnfmmMt:nnen eq esaInawos,F it cal plus nedr>a Epr sDesu E.y'ma1: 1.1 mr W:1liq Pai{ms_ i s..raer Eym # .Ti fFiea All;gnd'd'.n'- a, mspe lnmWeis antFNINmHI 4451 St. Lucie Blvd. opytight D 20I6"k 1 Root Tmsses-kothony 1.iombo'II,K. RtalGwNx of this docomoet, ineny form:, plohibitedmlhowhe w0"penoiwoe from kI15o1 Fmses kGrhooy i.lambo':II, P.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply HOMES / SANTA ROSA WRSRCLM FL03 Floor Supported Gable 1 1 RYAN A0181390 Job Reference (optional) H i Roos i russes, rout rierce, rL s4a4b, aesignLa r}russ.com Run: c. -I zu s Nov 1 < <ul r rnm: M IZU s NOV 12 Zul r rvll I eK inaus}nes, Inc. I nu uec r 1b:24:1 b ZUl r I -age l ID:ta7uotTo57o0tNCW mTn2mQyhggX-G WjZVQVZSO_2s R3HNbOcLLBw7fX_TyutrrNtd3yBJe_ 2 3 4 5 6 7 w1 ST1 ST1 PP ST1 Tt ST'I W1. 13 12 11 10 9 8 3x4 = q-11 7-M 0-1 6-10-8 Plate Offsets (X,Y)— [1:Edge,0-0-121 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 0.09 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 8 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-R Weight: 32 lb FT = 0 % F, 0 % E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, 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 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 q'aasp.Cxn rwyAS::!a'.&e}.[t:t 14USi:,StL3".Es.F 2t;fSM%tiOM tTJ1S;P1.11'i9+ECiKCK_k::DGaLgt'Mn.1.hki0 I..Wsw gal Rek:nMr-liwp>axkjRK".J."k%PLiow 111,11W.-iRHkdrt s. th4sc msi?ht #eia#'t9; rtlr kck:rwhrZe,:} ka•skn6t0€a} rais. t ,,rip4P. r,Putquwp "N:a.wtaq,n :xyxxnepit W1sV a taP.Aiss1«f.intprar isT prat wM n sxINL*k,u,trn ni.a t, ssadl Anthony T.TornboIN, R.E. S : anranntP'. ys. a t e n ,Pswman :v . a raan tae rtsq ,a a t n a,r Ewa wat n;r: as ni t nxraeu t © attar da r al aa„wrp, atay,ia} ra:, p xlra .160083 1 a n ar_Whin o,ss gawanMWI. s,M146 rA,WIN t.r osa" + tur"ti' a h.1W r d—i1.pn»apa , m ",,N,rpr. iskrWttrsen, n hsg.,r: tom: bft.W",sw,aaaa.41, i3aaara„d,rr;,rusgaf Aaarraatprrpnnrmr+, uetn, rt, pt t, q1. tsek gksipr,a 7+ss.nKn as.,. •}. z ar ad ,.. atc u1rE.t. Ar51er Luce Blvd. Fart Pierce, FL 34946 Copyright igl6 Ml Raof 3,rsus-Aatgaay l.lnm5o lL', P.E itprodnaianot 16isdamacest, is aer faa; uproq;bned.itku.i the w,irte permissieskom A-1 1001,11 s-AzPoacp 1. iesde 0l, P.f. Job Truss Truss Type Qty HOMES /SANTA ROSA WRSRCLM FL05 FLOOR 5 FTRYAN A0181391 Reference (optional) A I MOOT I russes, r-on merce, rL s4a4o, aesignLaitruss.com 0-1-8 H 1 2-6-0 I 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-IiHxil W B Dh6vUbeTxlXrtYkua3ezCD203V6Q8VyBJdz 1 2-3-4 3x8 = 3x4 = 3x4 = 3x6 FP= 3x8 = 1 2-5-8—if 1 3-0-I 0-A-8 Dead Load Defl. = 3/16 in 3x6 = 3x3 = 3x3 = 3 311I 3x6 = 3x8 = 3x8 MT20HS FP-- 3x4 = 3x8 = 3x6 FP= 300 = 3x6 = 1.5x4 SP= LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr 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 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=0/1714, 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 CSI. DEFL. in (loc) I/defl Ud 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 8 CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 134 Ito FT = 0 % F, 0 % E wadypeuneeytgn.;.,roA.IMG: noses;ourarsAlFINS aaarmncnt.ntaw wTar;u[s:stGSu:lrroe.rrerte.:.pp:weee..i-n!n+ssnassInuasipmevyp[4wneeen.rLIKkn:.ri.re!sn;rs»xtAeem.fdeseow.nviusrtte!n Ito..dr 94Ae_ A.*1u,Wea.l,a'ls.hga k 41 As.Imsk da dymat.. le:uh EGliu. nllW aar rhg:epntdfnH:yt wine ppt:dealeyb :pmnflh ie ne ksipdne:i.fe! laze ntoe ir.mn PIL kq. :.gmxs leAiy Nn ,dm.a. M. xdn- n. eydl n s.tndn.b+ae,rcwd.WA ,i Anthony T. 80083Tornblti, P.E. f rsy r yem ne AnldalU .:g e,.nnt ud da n ne lx eN sdu 1' wy eNs Wilt ne meddr IDb mil., rnd do t..,,-.d.l q iaTduy, roye nldro .n w dikex pedWiryd a 80683 p. Bretiy4•[pv ax [ao.a Allnl sse ednlblUb.q ix pxinse 1pl sdt#kW.y(vpmiSieh r IXSgrdglell 11 !S(A a rAv tin ped pikx lnldArosne respniMidln ulddesd lklo., asav,.ms k.ip agkee eilnss NcMbnv.ahc; rneviuxf elktCaeaet cede NmkW p6nlndeN istre„kcnC uwisl,tnekll Dai 445; St. Lucie Blvd. W WvnIynrpa,v Laa Srsms hren d.nktln}Aq ardeN as. vl nitlln/d.'RI. eppight97Q1f A- 111i f$rsses-AmkooyUmbolll,11Itpleduaim of this dommaet, inoey forms prehibiled fhomthe wlinen permissia. fine A I hf [wises Aethony i. famballl: P.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply RYAN HOMES / SANTA ROSA A0181392 WRSRCLM FL06G Floor 1 1 Job Reference (optional) A i mooi i russes, rorL rierU , rL_ a,su-, uesiynkwd ru ubb-III 0-1-8 H I2-6-0 MSH422 4x12 = 14 = 123Run: 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:fXMofrMaVb?Z7FFUeY3_NdzegNj-li Hxil W B Dh6vU beTxlXrtYkt43gpCFg03V6Q8VyBJdz i 2-0-0 1 2-1-4 3x4 = 3x6 = 3x6 FP= 4x10 = 5 6 7 8 9 10 1 2-5-8 1 0-A-8 Dead Load Defl. = 3/16 in 3x3 II 30 = 11 12 30 29 28 27 26 25 24 23 22 21 20 19 4x8 = 3x8 MT20HS FP= 5x8 = 3x6 11 3x6 II 500 = 3x6 FP= 400 = 5. 8 = 10- 8-0 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* 131: 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: 19-20,18-19,17-1B. 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, 3-4=-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, CSI. DEFL. in (loc) I/deft L/d TC 0.97 Vert(LL) 0.50 25-26 496 360 BC 0.82 Vert(CT) 0.69 25-26 359 240 WB 0.70 Horz(CT) 0.08 20 n/a n/a Matrix- S 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 0. 131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) Use USP MSH422 (With 10d nails into Girder & 10d nails into Truss) or equivalent at 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) 3x3 = Af f 13 1415 m 18 1716 3x6 = PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 163 lb FT = 0%F, 0%E Benny - Flea? nn«.glle reeve re'} I ro:i rgp5s5 "S:'- j. CEg7Ak IiUtY 6 EJsglr:'ri:}3`CM,-W1`r" t([1i:8'iE4tinEYT Mv. fergr&;ip p«a nn ui red xr, x !«s 1•en Ceeip Cvrug!IW; xt ne }Fikq I.lu!« Ik; t i Irtiu ev« ssxetave riz. c rss tlMrixe reset x ne ICC. xlE - Etitrtraxn« rrnss il>t«,di n«toeme«ad.ns«tr«u«s Ey =ar.<.n;m E« « ne x rasrRa;sxe<,Er,r:dn«nz«;mxl<« «,rigx;go«:aan r t«: adrs.«#erm;t«ruxxnernt;xlr.xeatn-L a a;ig«as;.opx«,, g.t «x.:rm AnthonyT. Tombo III, P.E. an-..;, Inxsn«, rt« pea«dmaae nee..,:• xnvi,degvexr EaIligC x ,ar ardn Ix,n<Ix tnel,l.ugremmrru. n« n. pan NgxtMdeN an r..:,nddny dmg taeples4leoext6xne: w .rx,idr7a t 80083 ner« irgwsi xr aExkMr.W ksceaathl"MF.'aeap:ulvssor. kagbarxxlSAW adu mnI[Aip1o'6x/htNetsau ern tWr-0pid 4451 St. Lucie Blvd. 111 «ne.i:« ar dna;xaen «qea qn ar;msgdµt.I 4 . r [ ,. Derr Eq-is V1 n« ee:mq ox:gm_. WIS Stneo 1.1- mr!wiuq. ul qod d-i..rs ditsl: mt Fort Pierce, FL 34946 AethonyL Tomball, R. E. Rmodotiioo of this domoswr in any fore, is prob/ilod withool'Ita wrrtkn perroissi" 1-A-I Boot lnsses AntBooy T. Tombo ill: P.t. Job Truss Truss Type Qty Ply RYAN HOMES / SANTA ROSA WRSRCLM FL07G Floor Girder 1 1 A0181393 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 16:24:17 2017 Page 1 ID:fXMofrMaV b?Z7FFUeY3_NdzegNj-DurJw5 Wp_?Em6l Dg U?24QmH8LT56xo3919s_gyyBJdy 1-3-0 3x3 — 0 M 3x3 = 3x3 = 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 0.62 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/TPI2014 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 pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/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=011076, 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 (Ib) Vert: 9=-623 A'arsr.thnt IxstSh'«tn..Ue {. PktlASYY"Sitiir"L+pEdbt'H.YitlCY^E'>>>t$:i:l M"FY.''LP''-,F>6P'9b'ii7G4LYi'taa.YtrY±M;:gFnea«suire&3:es l3ttsL:at 'rc•utiOFW tFritaaFi i¢saellLtitticost3ir tthrc. t i4avt ns,sts eit,pe't>ff.cet+ Yi:d:turt lx lisl M. 6t n>i fa e l6tn nlid e F kye e4^ e,spttAr iyi to ttixwripD rN x:epw:' pe xAt iuf non ug .lna::H{nW Mtt>ytNMuegslt tP ledx3.t',ptxie .ee Ifli it tt yt sstati ms: 3' itl8e! 7sr rtt dlb (t.ld nr ka6 a ,pt>a+mx .n>c.exn' sin •rt e}tgw ueS a tl µn.i5e axct de.K, 31 p IxY-Yfyatk M[. to gpelddiN 138 en iN d2R s - "i ur AntthonyT. T!)[t364 T.., .E. feidsnt' 4,Igsr etlfteNy'st 29sn.sEafwdt Ppat b>ry t>zs pc4mesA4Klenq rxgnek Sz 3r lx%rrt+AnAC3 ptI's.Nk ert SreA mt Mtncevfie te.rel siEnut, tq !Hues St «qu,w 5ft in Nits tRe i+ss Stsgts*, Ips &..w Cepxn rN;Itts emdt>arx,ess t9N" ke#€ntEP t:ant gtel qet p yY:tnt It eNyreSts srelrel.'et I ns ks6pus;s Y..:tt 4ntirpt4pe, w fms:rhn;aieter a ar'stq, l' u{ik.ari Vie: at t; it",W xi ItE.i. 4451 St, ..JC P Blvd. tapyrigCl SS?916 A-1 teeilraszarAnthaey i.tombe l6,P.€. tepeednarnn ai lhi5 0(pR1e62,1e0 f E;:ta,35pl6A:bned.3tHmtt6e wri tepermizsioehom A-3#uS IresSes-Amdcsfl,temEa l6. Pi. Fart pierce, FL 34946 ob Truss Truss Type Qty Ply RYAN HOMES / SANTA ROSA A0181394 WRSRCLM FL08 Floor 1 1 Job Reference (optional) A I Moor I rubbeb, r"UI L rle , rL ova , carynva nruaa.w 0-4-0 1-3-0 ii 2-6-0 ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-DurJw5Wp_?Em61DgU?24DmH80T1 DxIX919s_gyyBJdy 0-8-0 , 2-1-0 „ 1-3-0 2-4-4 „ 1-3-0 1 0-1-8 o-hl 2 5x6 = 3x4 = 3x3 = 3x4 = 3x6 FP= 3x6 = 3x4 = 3x3 = 3x3 II a o 1n 11 12 13 14 0 7 3x6 = 3x6 = 3x4 = 3x6 FP= 3x8 = 20-11-0 4 13-8-8 20-5-12 20 -1 4 134-8 6-94 0- -0 044 IIDE LOADING(psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BOLL 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` 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) 1 = 70010-3-8 (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 (Ib) or less except when shown. TOP CHORD 1-2=-747/0, 2-3=-745/0, 3A=-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=0/1667, 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=A20/0, 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. CSI. DEFL. in (loc) I/defl L/d PLATES* GRIP TIC 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 = 0 % 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 p«rrty Hen M«raklr re M 1-IID.:FIk;eB'k[3';. GEC31lI1.V56.uDIII'!t!43TOk'I7ifi'j S[NF-«:[[KYip7'hrn. ,«%(re pp«s^N« ua ed ti t ss Ce jrDrt ms!1[9}adn ld"1. tw.k IN: rt. k4. . S 1,0111 Genss zld.s rkk Mel D. ulr ki=,k meed«dM:s ii« s<tn. r-N n kedd kehm, h.Eq.«._...r«mas brw'. M ,td nPay TDIrrio-M IN iq—dnr prx.smul«S . ns r....ann>« ra,,pd :np w^+a r roo Ir ,d In1 r «gyp , <a « t.fded, nE m Anthony T. Tombo III, P.E. In + s 1rr :n I.Eliq ar p«ifida,e ,mD r ed«wged«MadukrD gern'kruhddiuR nrroe iikimd mgd.mtrrl.rkn adul¢D t.rDd ea'mt.,t.Dkdq mge..nnlnmaak«:gtid.kMe nomad 80083 Me ii HigDsisu eteoa l a%xt ssd rda 4k lDG dne noGkn d[+Kelusdtuk W.qC ryseed khh lbasNiw FlSry ldfi.ktk 1. as skA eel 11a<s epil . iPll ed wcnensryxsd,Imn 4451 St. Lucie Blvd. nn> 7ite«n«ayr[«aan grateprnx nnepdpmn n,dr:t tkta,,Dn:s u;—,k llkbUq Desis«r rrnss SO. 44w«dn.kwq ui.ged-.d-I.; uer id,dnmI. Fort Pierce, FL 34946 oprright u' 72DI6AIRDai lmsses-dnihony i, lamho lll. P.E. RIP(WN(Ii0o of this dDNmBni. innny form, is prohibited xiIhNNI"6 rritlen pemission from A -I loci losses- drthony 1. lcmbo HU1, Job Truss Truss Type my Ply HOMES / SANTA ROSA WRSRCLM FL09G Floor Girder 1 1 RYAN A0181395 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-h5Ph7RXRIJ Mdjvos2jaJzzpLrtV6gGdJXpbXCOyBJdx 1-3-0 3x3 L 0-5-4 3x3 = 3x3 = 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 0.51 Vert(LL) 0.01 6 999 360 MT20 2441190 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 FBC2017/TP12014 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 pudins, 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=0/791, 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 dasee fler Mrz auk S i itUS i ScL_r'; n,Ajb€':iw't titS"i.'rSS:F:I N"hi Di :SM7:S6dLNt`Ma.. tni kia psaacks E rtN cd aLtis .nr [a Aar+ixF Ih[; af9 .xWap 1. eebil>:t hk xt xtl Milt nx Eietsmtrsise Csf aY• t6 air Y';ee:e Mps2t Je. iendia de l6Fi aand i et `Nf .gatd ,puAi:mu 4e seFnagibC asez x:rtphr, xneftSt i {sa at %Res:,unkhe ertsrps Me sag4t <'1 W tliN al ae IflJ :ie Gs fe n,aee,m, brigaax sahiiir ki neuibsi rm a. s=1 i tis imx .as .y« ceha •at taa-eye ta:az 3s . r;r,kheryT Tor bo l", P.E. f a t ,un. YaItrt ar ! d s,et.Haxa RI (xyRudsih J u ar a .aaP, a m nrnw.rdha gskkh6ri.ynwaed &rS3tPAjFSIRSW(efAiQf fA R 59Mip tb r`emfa+R.t,isiiAidt Nti$Fit NWitl4taH,'{iM'i h!!(Ytlett YJi pdi Sd1 t3i SIaA Fk tA i ato ta"ei Rllaf! Grt S!HIS A iti}N.demrt Wd S!FER { SS Pt rte. ill. (p;;Yl fefYMt @i 11e5 MRA0.9ueb,SS aAer"kaksmis;tta4rl ayai"m-,rghre"et-M€h1Ra h,irt. ;;tlNiet au4 Jrtsy>r,wins.fsrSa,gatu t!m n.xai. As utAssi ae. art aifwef re t8d. 4451. st,,ur:e BIV& r to bi tL'.916 A -I Raailresses-Arthaegl.tamWI11P.I. i.r dwia iibis dus-1, is yIsm, is prehib6d.94oaiIN wrir:'enpumizsean bw AAi`:aaf lrazsaz-Aarnaxpl.lamh jILP.E PGSt Pierce, FL 34946 P7ri4 Job Truss Truss Type Qty Ply HOMES / SANTA ROSA A0181396 WRSRCLM FL11GE GABLE 1 1 RYAN Job Reference (optional) Al Koof I russes, Fort Fierce, FL 3494b, oesign(maltruss.com Hun: U.1ZU s Nov 12 ZU1 / rnnt: 1:1.1ZU s Nov 1Z ZU1It MI I els Inclustnes, Inc. I nu ueC t 1b:Z4:1tf ZUl t Nage 1 I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-h5 Ph7RXRIJMdjvos2jaJzzpRXtYOgJeJXpbXCOyBJdx 0-48 0*8 26 25 3x3 = 24 23 22 21 20 19 18 17 16 30 15 14 1-0 2-8-0 4-0-0 5-4-0 6-8-0 8-0-0 9-0 10-8-0 12-0-0 13-4-0 14$-0 15-11-0 1 4-0 1-0-0 1-4-0 1-4-0 1 1-4-0 i 1-4-0 1 4-0 I 1-4-0 I 1 4-0 i 1-4-0 I 1 4-0 I 1-3-0 Plate Offsets (X,Y)—[1:Edge,0-0-12],[27:0-1-8,0-0-12] [29:0-1-8 0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid 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 BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 72 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 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. Camp./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 faay.rMil dna l,;l.ina,'s; rJri[USti>,"iftil;-6Jfti f^UCttP t1".7tftr:luY";8!fi'i:Csg19ii864:/1'hm,tNd?k;ut>'!m%saltel!#;ari5lttli h:ryl imtutilCiaf#eis>'anl. iewa M:i:.flMtnt Sked kkrt nl. 0ae5; n+xsrs t s9ztia4t Ct8,nh dld tmerlkies: knN 6emtnk!!k! rssk:rpttpnn e,`psa,rim,risn:.xmicel.tu saxw l.nlndn: dlRlnq; lansr raq,:stirsifll.s ,pwdaatFrpnx int iuxytlss r:, t s.w;ts MthonyT,Tombotti,RE, tri>std9ntrtfewt 6lgoalrxtsidutrst«e«.efms.dglaalLD«,ipa,ufitm,aati(,ll xEndirtnp.tkadfll.IkgtreNd Kfel'v`eam'uH.Rd;<e.ts,,eiia€iR P x!N tsadktcry,sd46Rwam3rd Sp483 titctpi+f.gr'idtiNHYt 4Aler, SpMWdtiW(x rrRTx'lS mf 9uffYn5iill ta Qjtl9rtMdidtt ldIXedlq IXS@rfw:atder pep SklMldNe[khr ptY.'d}ritnt.RI:11NlS AR itiPN.IFImtIlNANlSdke i Rfhnl M;ifti!htVR rtPxxl ml Rti tEdt lN,akfS - 4451 St .uae Blvd. neue dtnrd l+t tomxr9ltr!!! Rpt a «! M d. pnsSrdtN le I.ns P.s Fipixx n X3 3! Metgesgtx, a i ns Manaem d m krdry, 1'!gAl;3N?nc: to n idxel b ItFI Fart Pierce, FL 3494n Copyridhl ZDl6 A -I Raoi lnszes Anih0agl,lemhelll,P1 &piodation d this dommw, inane larm,is prohibited.it6orl lher6nen pumiss:.:tiom A -I Ini Imsas-AlnhonyLiomSn III, P.E Job Truss Truss Type Qty Ply HOMES / SANTA ROSA A0181397 WRSRCLM FL12 FLOOR 4 1 RYAN Job Reference (optional) m i moor i russes, rori rierce, rL a4ti4o, oesign(wa i uuss.com 0-1-8 H 1 2-6-0 1 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 I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-9Hz3LnY3VcUUL3N2cQ5YVBMS?HjYPfWSmTL51gyBJdw I 1-9-0 i Oi— 8-0 i ox8 Dead Load Defl. = 1116 in 3x6 = 3x4 = 3x3 = 3x6 = 2 3 4T1 5 6 7 8 e 44 6" 13 12 11 10 3x4 = 3x6 = 3x6 = 3x6 = 15-11-0 r 15-11-0 Plate Offsets (X,Y)— [1:Edge,0-0-121, [4:0-1-8,Edge), [15:0-1-8,0-0-121, [17:0-1-8,0-0-121 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 FBC2017fTP12014 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) 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) 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 (lb) 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 -1 2=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. LOAD CASE(S) Standard aadq-rnun.agrpre.a.nerim9;1rmS ;s;u:r^ «e. „RVRA!lirasa;;rimnn:w=ox ror:r;,ulfir:toeu;Mr>rr•m,a:.rwawe,W-<.r.m,..a:ra„kdroaaqR;Mnrrdsorr.latEie,ri.reaa,,eskrldar„,.rde„drv.arateran.ra,wr nilexa.rder rkrts seUu. dic ne'YCUkrdU-rs.tre:. ksc rq ... he:aq E, a edw.q l(U,greum.n:gex:tne raesaalequ q :?a.:dmn pate u,yeanr;gtr rgaraaralo¢ i .d inr r e q. fix., Udq.MO c.dsd;m Anthony T. Tombo I11, P.E. W.se l4k insla: aq ki q M q saVipd4Vvrc, n. C.0 MYM 'gsda pe kiNq kspa,Une ad.ddo n!t(WiY a.Ipq <.HMIri I. Uegp ddn NVW mf fieU the i nt, nGkgk'n Mqe asNl Ao eH kaq shd kW grcsiWl.d 80083 kWqusi,. i(kk rVahs""daWPM ftpMmWrv4wioratwq(greelStepMxaetia,r6prlF.urh1"WSW e.ah rra<pmtrdmeInIe&-nnnr..kTAwWaeeed l-,k„pa,.msk.q.egn MIN" Vse.nuna,.d's g451SLLucieBlvd. dlevis, uhmlN.iWMgMetnU vima Ir.V Urdrd. In lra,<ksx. Gyaew is hlMkUgksira,aLo„so. [.1— tttr IwUq,a atod.d—ee es 1d.rcT 1. Copyright Y916 A -I V aal Tnsszs Anthony i, lamho lll, P.E. Recrodurtim al this dotumsm, in eey form, is pmhihimil rillsw,he.iintn pumissiaa hon A -I Raol Lrsses - Anhoay L lom3o III: R.L Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply HOMES / SANTA ROSA A0181398 WRSRCLM FL13 FLOOR 2 RYAN 1 Job Reference (optional) AI Hoot trusses, tort Fierce, t-L 3494b, oesign(q_)al RUss.com 0-1-8 H 1 2-6-0 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:19 2017 Page 1 I D:fXMofrMaVb?Z7FFUeY3_NdzegNI-9Hz3LnY3VcUUL3N2cQ5YVB MS5HigPebSmTL5IgyBJdw I 24-0 1 1-3-0 1in 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 Q I k 6 6 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=0/1 530, 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=011182, 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 II 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 4x6 = PLATES GRIP MT20 244/190 Weight: 78 lb FT = 0%F, 0%E Yeniy-flmtetlm.dle«Kexfi t )to,: TWS3$H'3: &I&3&I IFIX&13Y111TIM 1AY i'fe1`rj#CI'.iSIBiIYnT Ne. IttAt dnlp p e:dns WrW detn!tislrzn Ce•ip Aaxp IP;;Wtle ldmr 1.inkln; rt irh;mel'ze ldxe.u. deYnr'knixtt9l YlrY,ede YiTskv® dbW d-WI held Y 10 11, dd.&se I—h- hi— ii e., SInWq hii., nests-! Tr-pmMsmrcsgft, dtle Y!Ye dnwpdnr. vndeirxs fiFred n ne IN eelr, Wn to 1. N—P nv p-, Yediq add-swm![Ae Anthony T. Totnbo Ill, P.E. W.s dtl: T ss W. hdd.. Ye gnsddl d A.0—, Ik C»aee"A wi gede Y Wit,g.<pn,n9e ndm dne Y.,tle IK dlkl I W.11M"i. W If, l Reetp Id Ye f&e ul of PoN tl iirss, ndd rkMm. 1 p'dI. nx aek q kd kWrrtni dirt(d s 80083 He t+0lugP pored [nkrM. IN Mssd M a F. TOO die P.1irnn1 pufws d Ye MIA* U"—I SAIvW I hs!)lAkskt&e IN W590 rude dWpdpdYe In l adins 11imm.,NW, W dlat 0 ftW, N."A.: 1 Oe:p naiin sdxe.tleber Mess 44515t. Lucie Blvd. etlenke eeked it a'"W"detn a xims It, A'". wa q, ice Inns Bon 4ttlen a 9016, G:Yiq &slpn. 7 sss SIft hpne Our Witq. Sn cgded.. n n Mini. IN L Fort Pierce, FL 34946 oppighl 0 2016 A I Root Uossn- dutholy L hilto ill; P.E. Roprdmliml of this doromom, ie enr term, is prohihoed x•Okounhe Witten ptrmissieY bon A I Root Loses - Whiny 1. Tomb. ill: P.E. Job Truss Truss Type QtY Ply RYAN HOMES / SANTA ROSA A0181399 WRSRCLM FL15G Floor 1 1 Job Reference (optional) H l rcoot l russes, ran rlerce, rL saavo, oessgnlada rdruss.com 0-1-8 H 1 2-6-0 1.5x4 II 1.5x4 - 3x8 = 1 2 01 o 22 a21 r rr 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:fXMofrMaVb?Z7FFUeY3_Ndzeg Nj-0TXSY7ZhGwcLzDyEA8cn2OvY_gOi8?jc_74eHGyBJdv 2-2-8 3x4 = 4x6 II 3x8 MT20HS FP= 3x6 II 1-3-0 , 0-H-8 Dead Load Defl. = 1/8 in MSH422 7x6 II 1.5x4 II 4x10 = 1.5x4 = 9 10 0 23 0 0 2 v Io 4x8 = 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], 123 0-1-8 0-0-121 LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr NO BCDL 5.0 Code FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP M 30(flat) *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 = 1609/0-3-8 (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. TOPCHORD 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=01296 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. CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.98 Vert(LL) 0.3814-16 602 360 MT20 244/190 BC 0.95 Vert(CT) 0.5314-16 434 240 MT20HS 187/143 WB 0.95 Horz(CT) 0.08 11 n/a n/a Matrix-S Weight: 117 lb FT = 0 % 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) 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) mm r flne nuwglh«r».rne'11192IRS 3'SiL"'3 eEC3Al IFWSt tOt01QlS iJ470Yi tPf:rjllCCidtElbWXr Me. Ia:dt Ce.:ip lrccin:aN:nl bt a:4t lretthsip brrq!IM`; aN ne ddlaryl.IrrM IC:,rl.ide;nn St«!telne ru. CNan da+'ri«f!dN Mne I60, W/ Mflit,: hit, s+dl kts A W& Z u k 4d k, Ims o:tia 6ge ji s' spmhy 5v. n ed nnr Ns Fq«snls®aegm a ph;iwde% M WaM** k I,:ya dtle.,ndti IgidNnnelOC nic nd«Int tak-P gm.,an-r Me t ifl, Anthony T. Tombo III, P.E. udaudn k: tMbmuM«gnsaiindMOvan,W Cmr avnw ntPd n: trlf q0 ,ane «deddbt Q: nr It Mlki 1'!QgdeWIr 1. IF.¢n+Idn Na ut tsE kN dn<I+tt;'etlstq Cieglep-sll linnt knpud lens elm iai¢d 180063 nak:uaro,it ahtnkGn All W-d,a« WIN At flm. N g dW kild"(rytal Step Musdm ENS9pI4ilN k IN 4StA -de tW gndPi- I"I f." nr«stn Ylmn ni niks d lklo., 9-"., rots k:;a;ymr M I9 rheWesedtst ana, du «fmNkCi«xaiaPtN. nkriaasytN anhN. t.Ir,,. ksdst l,aw it t.I nttld ks1 4451 St. Lucie Blvd. q t q . xt «.wlnn<.rslmk ndnrMgy.zll«rdarN,t2,m,ndthwam I. oppilhi 177t114 A-1 laalLasses Arthaayl[.I. aILN. ligladrstim al this d--t, in any form, is psohihited c1hout'hc wriQeapernissianhnQ A-Ih f iasns Arihoay i.lamho ill; P.E. Fort Pierce, FL 34946 Job Truss Truss Type aty Ply RYAN HOMES / SANTA ROSA WRSRCLM FL16 Floor 2 1 A0181400 Job Reference (optional) Al Hoot I cusses, tort Pierce, t-L 3494b, design(maltruss.com 0-1-8 H'1 2-6-0 I 3x6 = 1 2 3 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 i 1-3-0 3x4 = 3x4 = 3x6 FP= 4 5 6 7 8 0-A-8 Dead Load Defl. = 1/8 in 3x6 = 9 10 o-; lc200 0v 3x6 = 3.8 = 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 pudins, 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, 3-4=-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 3-10d (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. CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.72 Vert(LL) 0.4113-14 563 360 MT20 244/190 BC 0.91 Vert(CT) 0.5513-14 421 240 WB 0.71 Horz(CT) 0-08 11 n/a n/a Matrix-S Weight: 96 lb FT = 0%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 rarq-NmtllurQlrreroa tk'liIO;f':Im 3 S1i9'ye(131I IiWS t;J%OIn 1SiJS70Y"t91;ti:(C6;iif[roYENrhre. IrtAt a.:ip rne:tkft N:nl Wetr4is lint Cetipdt>ry!I od llr twin!I.1.4l!_r Cldcna 5.idw-Fakcx Ylaaite 9tlel nRe Ito,.* ikleiarts!Ie'mdIn, ad in Yt. TOO Yksdd.As, ImsDAWIn;- ILA- Sjuriq[claw desnsa as tD3,gtro. to"t., dds!rdnsastiAq 4'nW.dA0 M k ksy Air so* tpma As Ye rtls Wt,. t. 1111. Nit:p_*.s unxy,aainc rmum Anthony T. Tombo III, P.E. ritudra ovs Oren Gd3q Ye nprsietirydAs Ovtn,kO.xs Mkrnn gedn MNm!A gn ile nerAix D',YrifAMtisblir'Itiq a&te!!P1 TW A,,d d6t TO Wrj Atli rM t:ns,'"" kly ftp, i4sf i6mg 1W.A, tewifid :i80083 1h1, gIAA0'. d6ngr 445, St. Lucie Blvd. tAnin Fort Pierce, FL 34946rindNtirnengadpnYHine1ldpiesltnhN,rulrrs Dent Feg®nit lh the knNgDnipe,nLes, Stdex kyaznAm, M'111ry.Nappled'ess, wen dtDndblii opyright D 2016A 1 DDot Dsses- Anthony 1. Tomb. Ill, PL hpsoduiiinnnl this dommem, in nny form, is prohibited vihoolie wrinen permissionhoa A I R..M."es Aednoy2. Lembo ill; P.E. Job Truss Truss Type Oty Ply RYAN HOMES / SANTA ROSA A0181401 WRSRCLM FL17 Floor 2 1 Job Reference (optional) A moot i russes, ran rierce, rL avavo, oe5ignLa i truss.com 0-1-8 H 1 2-6-0 1 1.5x4 II 1.5x4 = 3x6 = 1.5x4 11 0 1 2 3 Tj oggqqlg 18 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 I—2-2-2-4te1-3-0 r-, Dead Load Defl. = 1/8 in 3x4 = 3x4 = 1.5x4 II 3x6 FP= 1.5x4 II 3x6 = 1.5x4 II 4 5 6 7 8 9 10 VJ e . e e 16 15 14 13 12 3x6 = 3x8 = 3x8 MT20HS FP= 3x3 = 3x8 = 1. 5x4 II 19- 3-12 19- 3-12 Plate Offsets (X_Y)— I1 -Fdae_0-0-121. 120-2-12.17doe1. 14:0-1-8.Fdoe1. 19:0-2-12 Fdoe1. 118-0-1-8.0-0-121 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 FBC2017ITP12014 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 pudins, 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- 1 1=-2166/0,2-17=-2162/0, 9-12=0/1487, 2- 16=0/1474, 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. 11 3x6 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.72 Vert(LL) 0.38 12-13 610 360 MT20 244/190 BC 0.87 Vert(CT) 0.5112-13 452 240 MT20HS 187/143 WB 0.71 Horz(CT) 0.07 11 n/a n/a Matrix- S Weight: 94 lb FT = 0 % F, 0 % E 7) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard 6eas3 deese:arw rrekv de'td D}k DtlS>i;"SiL'7"y NA JIE i`.W1i NF.;JiJS tES1iM;"t8"Eli:igi7N;i76NiXf hip, tn:h k,^:a taroek s adree! tdf a t; ircss Fe;i'vv dyilCLkae("ss hign, IJemic IB: rF. txrcmt Sint &fqe nr. v data? ckh! a xe S$: + r a:aNKpsa a•,k dlahalot hMWA. era In Inka p "sm.,aolq saza ' Anthony T. Tombo 11:, P.E. .t.,earmsr fas!t, aerupesuxar o,;.,s .m+lwamlxv.t! spa.:t ti wulex wwvirap.a ai'i1i taaana,adml taar h a .s,.x.my wy,,:wm+.rxx:s,t w+.x.4 z 80Q83 aema+riyr,.wr rn t.rssewatrrnsa&r+xr>zesa<rxxsofHteuegtwt sdn sxranuuNiis t+:eau;tonaxmsixi+r..dgo6.rTrElenrs rc.. ,sai rsthrt sss.s;;.tn:N t me[Rsstsren,.. ss 44:tSt,i.nceBlvd. slerieklneluse h-iaal kidpn .. M.;alas hs apas is No! 4#I'M"hstwxvT.'s.psten Lice ear 6a'mt. Fort Pierce, FL 34946copyriph103816A-1toot hisses-Mshoegl.lomboiil, LE. taprcdoloo0ithisdomed, is any team;isprokibm.00eltheville0Permission homAA1"itresses-Aalhanyl.lomboIll. P.E. Job Truss Truss Type O y Ply HOMES / SANTA ROSA WRSRCLM FL19 Floor 2 1 RYAN A0181402 Job Reference (optional) I 2-6-0 i 1.5x4 II 3x6 = 1.5x4 11 1 2 3 Kun: ts.t zu s NOV a Zut t runt: td.tzu s NOV 12 201 r MI I ek Industries, Inc. Thu Dec 7 16:24:21 2017 Pagel ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-5f5gmTZK1 EkCaMWRjr70acRgG40StW91Dng8pjyBJdu L 1102 i 1-3-0 Dead Load Defl. = 1 /8 in 3x4 = 1.5x4 11 3x4 = 3x6 FP= 1.5x4 11 3x6 = 1.5x4 11 4 5 6 7 8 4 to 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 FBC2017/TPI2014 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- TOPCHORD 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) 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 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. e CSI. DEFL. in (loc) I/defl 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 = 0 %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 das+1.Mn}e rcsgd[;xm+da'4'r;'r."itpS'u'>I'Sfttii". Wait W.LtU%7'hfi',F:ICJ;'ITEi'it.6K7Rii26c:Mi'Iwn. Pxfi ksla q nen}releer uk:adx'nf}.ip:+oxiyl'W';ze Scrim, r xac iN.ri.4h:w i6ed &lwo sG Um amxxhe cezda xe 74, 4 m:tl pMlx pke5 fh:kf}xkl ht lDrh;, elm ! Sr. #: fM-A.Spthh(?gif lmf+sae4Tc¢ ax xf,paf i*xde +dlgieenier •espx3 6'sk 6e ee}ipg6f a¢r ifK eryiadanf e8ak 3eea lfll iak}yf seine„ro ry }, wdsr Anthony ' T. Tonbo L:; P.E. si ttdk [nr.laat tg ffirrµss a z+m,h .a s+ egmamssa pa s t,k l.x tde tt,r mmarKaq;utat,8r. rxyptwdk [owe ttu 4x nes sma y Ate,:k rneUy ahka .ova 80083 t«wq c rasx. ,r f}dwawro pxa ,nx4 uaky[ dsas Susan as I a a}sxaxf dxrxa px dam.,. P sma} xra.a elnrdks n [+}tn +x:ra,arp,pax w r}wndoan :ass 4451 St. We Blyd. zS s, k6d}teC,ftjfgxd whw"I+f to o-d, if I!", o0phr-n MO Nrmbi 2esEpx,xTa}:tahn[glen der won. OwikadWIma kidaV s Fort Pierce, FL 34946 Cdpq[ig![d)iDl6 d-tfddi litlSSdS nIhCRYT.T4mhd [II, I'.E itpidddttlCn diihii ddrument. in dnyttlm:a}pruhibiFnd*atbdd lhD NTltitn pt[n1111FIIP.11dm A-)tdd TftlS}dS dnIACRp T. TPfthP l[I, p,t. Job Truss Truss Type Qty Ply HOMES / SANTA ROSA A0181403 WRSRCLM FL20 FLOOR 6 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 16:24:22 2017 Page 1 I D:fXMofrMa V b?Z7FFUeY3_NdzegNj-ZseCzpayoXs3C W5dHZeF7p_uYUIPc?euSRZIM9yBJdt 2-6-0 1 10 2 11 1- 3-0 32 Dead Load Defl. = 1/16 in 1.5x4 11 3x6 = 1.5x4 11 3x4 = 1.5x4 11 3x4 = 1.5x4 11 5x6 = 15 14 13 12 11 10 3x4 3x6 = 1.5x4 11 3x3 = 3x6 = 15-2-,12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Joe) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.97 Vert(LL) 0.24 13-14 754 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(CT) 0.31 13-14 577 240 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.02 9 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 75 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No-2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied, 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 BOTCHORD 14-15=0/1 474, 13-14=0/2432, 12-13=0/2432, 11-12=0/1 986 WEBS 2-15=-1630/0, 2-14=0/980, 3-14=-319/0, 4-14=-418/170, 9-11 =0/1 14 1, 6-11 =-1 246/0, 6-12=0l746, 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. 8) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER-) ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard x'aug-earaer>rghrcra>: de'p-I i;ii ttt5k> °SiUtt"?: Ei>fEUP 1ttY: } ta5;p7 S!faeM:."gY'F1i:iSN7.76NaA1' hra. Inir asa, taea{s:e miter xRsa iki iirr C::7tr ixrailtQ€; aN 4e lellen Praia fCai. iriaeae Sdeq Mre nn [ems; rwt'roar ie dsei a3e iGG,ak 4i:elaae la ras9°ie rtNi &teaaaeda rl. r w:gara-,` rlgaea ae sea w.mts¢ ua< x.,pwr a><de mdxpe r.,:ag we rase>agal pmfmwe reah .ea ini 'aa .s rr dy•rmlee:. uxt . AMhonyT Tombo III, P.E. al.udant wd.r tay rrr.wawdro _ac .a .a. dq.aawkwr enee=,ar drs, amdaddy;Nrme nl r ynodde iro«en ea d;a r,aaxaq 1°Y' N,xslrl;egr.mikerys><rk5e u.a d z 80083aePaya,y rNrnsara =1 s,awaae r,5:e arN,rr !sr:ar«wle<atrssda, norm uu r tiwaa asxl r as xta pard,Pe.r s't. txar,ar rr:msr,ware:spat >a:a. tn: se E>amsas:wwoax.s ss ataxice imrd t (a qrN M1re n n:aq h rWpnes sM.N. 'a I as }ruph3nea i! N] r t+wdq u:bx, a tau mtra tepivex d ar retiq. ,5 WiM.:el .r.,, m e, Idael b Ifl-I. 4451 St. Lurie Blvd. Pierce, FL 3-946 copyright S 2016 8-1 kogl tresses-AnlFegy l.IQmEe III,LL tepredaninq of this dwomege,lq qqp tam: is pm6ibitei w0Eeg1 the wtinen pnmissan5on d-1 iaaf irgsrrs-Antkggyl.laa;5a III. P.E. Fort Job Truss Truss Type Oty Ply HOMES / SANTA ROSA A0181404 WRSRCLM FL21 GE Floor Supported Gable 1 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 16:24:22 2017 Page 1 I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-ZseCzpayoXs3CW5dHZeF7p_6LUwtc7cuSRZIM9yBJdt 12 13 0 14 U3 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 14 n/a n/a BCDL 5.0 Code FBC2017lTP12014 Matrix-S Weight: 68 lb FT = O % F, 0 % E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 14-10-6. lb) - Max Grav All reactions 250 lb or less atjoint(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 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 Waaq Can+Jaayih retro M't1 UYTIZZrSluir"; L rodsH0E1,[h %k ft xse. iMes: «4six;u in3e "GO.xk aL,t:raM(FnsaainxM§lot«anld waIll i.as nuRrnm,: gw nai;x Anthony T.Taritrol:;,P.E. trsedvn( . IaenL'Mgairpusebm>EM. a.MGsars w•MryegarWMEgiaipa,aM3esV«M7t,btlKgMh.dicfrr/lry:dtmiMl.laeery nA«11el eeiut`nl1 edltirt,.'nivyfxOtgMegx,c nl xdlaal gl:Nla..s .m9+! 380083 kt« Aq aPaj(ueaw..l -A M to AMP xnmtP**,IMMNM €egme45AIA M«««inittShpfisMb W WA«e rdamm w lrrd ph." M-1 drnn M'.'MswF W Mi, 0,M t. Nopxe I— Nip bP««ae•nssP ASAta.mins 4451 St. Iuce Blvd. xiaHn Nadi,e(r a mF B eaatnehpns Fort Pierce, FL 34946 f ( ePyl1¢ hItBI6T IeeI IieSSeS"AFIYeeY I.Iemifn lll, P.L I'.PIDEet(1SRoilAl$IlNeillem.l«eAY I]3i1: IS PfOE!LI{E%.itMmltha wrirta permissiae hem A-1 lest lncses-Aaw«gyp 1. tom6a lll, P.f. Job Truss Truss Type Oty Ply HOMES / SANTA ROSA WRSRCLM FL24 Floor 1 1 RYAN A0181405 Job Reference (optional) 1. o.IZu s [NOV I cc It rnnt: a. 1Zu s [NOV I Zu If MI ten moustnes, Inc. I nu uec r Io:Z4:Z3 Zul t rage 1 I D:fXMofrMa V b?Z7FFUeY3_NdzegNj-12CaA9baZr_wgggprG9Uf1 X3Tu3MLRG2g5JIubyBJds 2-6-0 1-11-14 1-3-0 2-2-12 Dead Load Defl. = 1116 in 1.5x4 II 3x4 = 1.5x4 II 3x6 FP= 3x4 = 1.5x4 11 3x6 = 3x3 11 3x3 = 1.5x4 11 1 2 3 4 5 6 7 a o In 3x4 ::::: 3x6 = 1.5x4 11 3x4 = 3x6 FP= 3x8 3x3 ``-- 15-1-6 15-7-10 18-10-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lld PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TIC 0.96 Vert(LL) -0.28 15-16 >640 360 MT20 24-4/190 TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(CT) -0.37 15-16 >487 240 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.03 12 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 94 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP ( M 30(flat)4) BOT CHORD 2x4 SP flat) `Except Provide mechanical connection (by others) of truss 62: 2x4 SP No.2(flat) to bearing plate capable of withstanding 141 lb uplift at WEBS 2x4 SP No.3(flat) joint 11. BRACING- 5) Recommend 2x6 strongbacks, on edge, spaced at TOP CHORD 10-0-0 oc and fastened to each truss with 3-10d Structural wood sheathing directly applied, except end 0.131` X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. BOT CHORD 6) CAUTION, Do not erect truss backwards. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. LOAD CASE(S) Standard 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=01857 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 =-1 58/439, 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. Masq.Ikna uurgN!recur tk'k'Cr.'ttgSiBjSEll[f', ffll3aE'taE<iN a1grS:l:lcq'id!tCIL:5a7tF;t'J6s'ilf I— wit Ina, Wp a M[lass hish.'a»iyipr;Mds kft"t:rd»INd;.III— sd kw, ne, g8essm"m odd m;kX sIs 9i`.N:eue W Fixesre. kml. he lot hxnld Is, TsBe ,I- ta, gacrhr mo da W. mrlGB mener!n>rzpsel he idn .0—sL (a-UsWl 410011, mh 1.. ei9N tl 911a6. .an to l.:kayn spas 1W,',hW big. ra.radhnr WmL*ilaa .FSltu a k m-:a;x?se. rngra n-aet e.y eE,orx-rt aenge lK alarhd oy;w rnl luane+d art w e dte nss.axiy road. uqe,: W:mudaa,g ekl:ktw Oyu afar at .AnthonyT Ioftoh, P.E. ae ln: 4y alpr. M[akr tln,snwhtl i',AIk 6+g rrss eN 9ad+3m Eme9 (rsFaw&.fd+y pexxmiariM'polsWa nMSS:a an rthrtx lw ieieoel prrwe. RI Iraeshrr alnesM#!iesE0.at sr frs 7nse B¢Yu $dry$ slnafu Nad ira.ners eai °Ne'. 6yxera; InS k;adamner,.ile,: 4451 Sr. Luce Wd. m.,,IlwxakFmM ,hI. rilesirh;J I za:aeurdys.tr,:Fu•.I xd.t,nyzswhml„:aenuuelAm.l oppighl+%YCI6 A -I laal Lrszes-Anlheeyl lomha En:P.E. lepradanaovi this d-meat iaoapf as is praWbned.itWtht.6rea pa6ssieahim A1 lost losses-Aalhaay l.lasha Ell, i.L Fort Pierce, FL 3=945 Job Truss Truss Type Otv Ply RYAN HOMES / SANTA ROSA WRSRCLM G03G FLAT GIRDER 1 1 A0181406 Job Reference (optional) Roof Trusses, Fort Pierce, FL 34946, design@a1 truss.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-W EmyOUcCK96nRgFOP_gjCE3LU I Pf4urBvl2sQ2yBJdr 5-3-12 10-3-12 15-3-12 20-11-0 5-3-12 5-0-0 5-0-0 5-7-4 4x6 _ I 2x4. Dead Load Defl. = 3/16 in 4x6 = 1. 35x4 4 4 3 5 6x12 = W1 t 11 o n 12 23 24 -- 2b 26 10 27 — 28 29 30 31 32 3x6 11 4x6 — 4x4 = 3x8 — 4x6 = 3x3 11 5-3-12 5-3-12 10-3-12 5-0-0 15-3-12 5-0-0 20-11-0 5-7-4 Plate Offsets (X,Y)— 1:0-2-12,0-1-81, 16:0-3-8,0-3-01, [11:0-3-0 0-2-41 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 0.56 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 FBC20171TP12014 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(8) 29=-44(B)30=-44(B)31=-44(B)32=-167(B) inay-Flee bneyat reia lu'LI IO;`!tP,S3;'SF:I^e[i31t Ii1Mf6rJRB111vgSigSrBY 4rrl:r}4Cg0fiE4lY;Rr Me. ir.'dt inyew aecai ra/eealatis lrtn hsgeApry!(MjWAelaep l.ledRlR,ri.laena Sia!1dee.u. &kll dnaiu vaeir Re tW,eek i4lkiamede pehi udl pee=axi ceak dd aetra:SBeaa (ya tie <,p;nlry FRlies+de egn;gman oa;ip anepen ed apearntl"•9or pBgr k[ad$dge Sapelm;agRkda lk tB@ p,aa int rxalp nl pxp.,tlt aai . senaem Anthony T. Tombo III, P.E. W eud hi 7ss itt. WWI I,tl rs,i'1 dAe o_ek G., AilkyW a N, Nil, fin, kiu 40 ft 1, Re IC alk lrl VU.9,kh W TPII ,rcMgkaif i.i p p xkw ath :id apx n:pn xtnrd z ae U'IhgB ipaas [pagnl .lgMe dWul>riBCWBxpmenelpmegpeidra kil/ai(spera Sa!eh Mu IaR xSI1p1Y,k1FIN WSILV se ede .N fa paedpaa 11Fleaksttk respesdiglin Wagecdlkt.., Wsipe, mn k.ipl tapxxWl."Ic M.oeh;Wel Mrss 1`8Lucie eda»n. atagye:lmmepaq geeaxigaakIq p.qa eaa,H. tora.iki:a[ya«fs B rmIY.u Oeepe,at ai,side,[epee aaTwaagq. u:padl:dnrx; aeaadall:m I. Fort er Lucie Blvd. Zt fort Pierce, FL 34a46 terrllgl1197Q144-t RBat flgifBS RIb4Rr f. tRRigp lit: P.t. teRldtlnaRll]t lblS d[HpR18RI. 10 p0Y hlm, IS rltl ig112d Mi311ptlrIellfleprealSSlRR tlpa 4-t tppihpii?S'AR1 pRr t. 1paip i)t .[. Job Truss Truss Type oty Ply HOMES / SANTA ROSA A0181407 WRSRCLM H03 Common 2 1 RYAN Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@allruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek 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 Ft2 1.5x4 II 1.5x4 II 2x4 = 3x4 = 8 1.5x4 II 1.5x4 II 5 2x4 = to 1-9-12 6-10-4 7r0 0 8-8-0i 1-9-12 ' 5-0-8 0- - 2 1-8-0 Plate Offsets (X,Y)— [3:0-0-0,0-0-0], [4:0-2-0,Edge], [6:0-0-0,0-0-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 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 FBC20171TP12014 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=5.Opsf; h=15ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(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 Mgd.g-tkwt w.egdl rtrwa 0.'41 Po;: WSES INA913AI ILYS 6 [JkmIIUS (g5':011i7Cli%1f rF404{4'il' mw, leriFrtesipMs ra rwd.dn w itic trtsc k.g.Ow+iq!IgCadNldfq I.Iw4e C:,1 r, rr!an. SkP.ldxe nt. hdfss drrt'.itt smel w Re Ihh,wl( W1tk<wmwe PMes wo k' nd I. N IN wk 44. As. lrn, gna hpm ,Spinyl " fka adwwyTMIgrcsdsm.1ft,dp. Nxe dwtegi.:nymrwsJda. b. N lrsig. if N. sgkT .dgbd w Ywh ieB .d In1. 1* hp •, maiei d. sda:m rd..dn .,s lk w, I." a rvramda a—,Nc.ad emaw grcn ne Wi h. Anthony T. Tomtx)tII, P.E. dr .ger,iaN urhd dtle Q:,Nilt iR. MCI .Ipg rdeW lttl Ilt gp l roe Nh wd egkld dN Ivss.kbly kedlwr, 1 eg's41.1 wd kwa sad hge ieslwsiWdtd :8D0b 83 m IMF" Osyxek l.dmw. 411 d dW a m 100 d N FF,'- d V:tlwes d 1. Mal fu wwl SAS W..".OHMpwlkd it S. iW oe Ada dfx gnxdplac. III] cet.ts N esr.wdehts wd"S d mlo!s hs sn, m h!". tuner wl lwss Rwd.;mw wms 44S? $t. Lueie Blvd. eAavtsa edamN.iwamgrwt g..my ttghdl ry•Im nnhN. Iw ln,s ges.w tgma 601k kmAll1n,pa 1 ,Sane. firma degtalhg..111 gWMI aas ue.sdef duirdl. Fort1i t. d 13W. etyright92016A-I ruai tresses Acthouy i.lamho lll, P.E. gepmduniotal this dmmeld, in aoy loan,isplohihikd without itrrittenFtrmissioe haw AI tool Lrsszs-ArahooyCiunhe illa.E. Job Truss Truss Type Qty Ply HOMES / SANTA ROSA A0181408 WRSRCLM H04G Hip Girder 1 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 16:24:25 2017 Page 1 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 11-4 2-8-1 1-2-3 1-9-12 100 e,re — 9 2x4 = 1.5x4 11 6-10-4 7 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.08 11 970 240 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(rP12014 Matrix -MP 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, 3-4=-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=S.Opsf; BCDL=S.Opsf; h=1511; 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) * 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) 8-8-0 PLATES GRIP MT20 244/190 Weight: 35 lb FT = 0% bstbt-Hdu tlsneRllt cedes Gu'aIHIS; 1p! S:'St :i;. iER3AI IELtlSREEI%all4fni (JS'abrH T:%2[CRBYE[anYERf brn. v,,h sgrpttadasuemeodesw Ns 1m k7iparaxbtgIVWk RApry 1. last InP F_16— Sktwoem. Relrssdke' , sxtelu At l'A,rdt ialure.arWbs:irwkeserr«seioebkrdd.rs.lm;n:>,s[p:ediie,<.t>.kEcpnr;aesedw>arlecsrpr:msr.m e.rd pde:sbedare:,gr-w:.rKtlrtropdk;atbirr<:ktinaasktatedr.edetnl.cxa:,;:..r¢;,bdbtsw.ms,:d m Anthony T.Tombo1I1,RE. fined k,-ins b: sm tktlw' k i su:latdkU+u,k O.x MYms gnB M•MbsyB :pe,bk udeddk M.,tle b(sanis brsl ally ssk aE RII tk gpnd dbe NRsN at kN dtl inn, bdNigkuW. bspbd leavei IsAd: kk n,pe<nedt d 3 80083 htAiRW. siferere lsdrsM RNWtsm rdeklaR rdkpMires Ipeekrsdhekil4q 4tstdSdeh aMbrds*HApWke k P sssISRUeside lift gmsd pidee IM1lednesknyas3iliiesWkResdkirs, ksipe,.rns k.ip:gmnere lrtss 4odrdnsr akss 4451 St. Lucie Blvd. sdu,dss ufmdNs:xAxtspsw pnb.ir _Ir A 1 144 In N;kv. FeEke Is PI At b1fmRksfpu,pItoss Subs Esrmnfin,bIthr ul;gllded na; nen tdwe 711. Fort Pierce, FL 34046 Oppight'D20164111nni Tosses Antbonyl. lombo III; F.E. ReFisdurlian of this domment, in any hrm, is pmhibiled aiehoul sAe wtinen permissiosdrem A I Roof Times AnthonyClamhoilt F.I. Job Truss Truss Type oty Ply HOMES / SANTA ROSA A0181409 WRSRCLM HJ3 Diagonal Hip Girder 2 1 RYAN Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 1-5-0 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 ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-SdujpAdSsmN Uh8PO WOjBHf9mM5FKYw6U 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 FBC2017/TP12014 Matrix -MP Weight: 15 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 100/Mechanical 2 = 26910-10-15 (min.0-1-8) 4 = 52/Mechanical Max Hor7 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. 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 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 14-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (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) ZtMmnq- Flene dnn¢Ir«ixtidt'LIIO;i'ttlSSiS k J`: ifN3111EEN56:J%UIIILIS(JSi0N 1,'a rfjYCC98E[KY;Mrlwe iadq teigt pne4nssw inl whsw!tisL nksip 0aey!I m7detrnwy Llwklfi:tF kk nrr Sia!tdae re. Gehuaka'.inskhlwde t, wls dibi,w ll[w sagwe INf de DDbk rdt As elmiDesn Eryraiie Sp;M7 kque Me elwsr, i&,";epe.Mswa;ryRr due Pee fiewlegi g ,rew;ddab dt kvgidde snpe kq nde l06Mq ifl-1 Ixa ep--apeei. Hairy Idn sadirar Anthony T. Tombo III, P.E. W .udli kwr lam 4 4 sinlwrd4 Dwar,kU.ai srdkmn Been de MlMq D-:gn,ede wkd dne0 de lKNhlnl 'IdgrdedRl 6e rynddM lDD aewfieN e'.d Lns; Wert' kMg inrye,ssdlxwweH bag udkh dwipd 80083 r.Wfiges*na:(. fttwrd mwawP.0ro—IKledenne«yw:a mtwek:dlsl a,'mskq+; nnail«rwanara.rdn: 445;St. Lucie Blvd. glans. araah r:ratm tgeeiry wr.brtw!elpawa imh>l. In I- Dena Up." F l 3, k:Yaq Pregas Lna.rsb hgmad ,bllg. iw("WM 1.ae..mers d". 111, apyrighl S 10144 I foal Tresses A WI, 1. tawho III; H. Rtpra4rfin of this dommeet: in my form, is piohNudwithounMe r ifto ptnoissia I—AI feat bweses- ADthoay L lamhe Ill: F.I. Fat Pierce, FL 34946 Job Truss Truss Type Qty Ply HOMES / SANTA ROSA WRSRCLM HJ5L Diagonal Hip Girder 2 1 RYAN A0181410 Job Reference (optional) A Kooj I cusses, ron Pierce, e'L 34`J4b, ciesign(ulai i uss.com Nun: Rd.1 ZU 5 NOV 12 ZUI / Print: 8. 12U s Nov 12 2U1 7 MI I ek Industries, Inc. I hu Dec t 16:24:21 201 7 Pagel I D:fXMofrMa Vb?Z7FFUeY3_NdzegNj-wpS50We4d4VLl H_b46 EQgthpaVUuH NMebjH W 1 MyBJdo 1-5-0 7-0-2 Load Defl. = 1/8 in 3x4 = 7-0-2 LOADING(pso SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Vd 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 FBC2017/TPI2014 Matrix -MP Weight: 23 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied 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 uide. 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=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' 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) Zt ndy.ne. sea". a na:, lnn;:s;1 r artil I ras n:amn n,mrnll itim:r; arrra;[t rr Me tnln e.,p tc,sm, v1:e.t can. m, o-n, hnp om<yntc; ed ne eaketr. ran II, r. rde:r>,, sknk+xe w_ :, dt«= n r a. n Ix.wr pstrieneens pars;kxm safx xs'heakea4 es.aessaa I:.,<,w rrep,n rargmm,.sc me:aan:s:nirga etc -paean la ne nap ue s.rtr ears, rn r Ir w ini [x n,qr :.,p anar eu wcsm Anthony T. Tombo III, P.E. domed m,k u?I Ik rtstxsie larakn..r.r 6+en e4anre gesu Mlamat0:ger.ukr udedaee OCMik rd la kdkingcd•drfl i. Re etpndabe lOOMeifGk rue r,ss: bdnet kdlq: hep s4sMat kax sN kk ,tu naatd =80083 pe Gilfq asyer ns ln¢gm IN eMso A s WINdb tntxe l pailes dtk kim:gfWd sintr h1r NN[diske kr. nI SIU n idnerd I. rn dfift' lna itfier,ke'ntnsdiaen aenand4ln., avpn,.n„ Ies, 6,wen ed lnssRmh;snn, eden 4451 St. Lucie Blvd. ek..wm Nii:. lspld" avimmh edtmder eedM IkI—Dc.n 6twn is r,r th rVI% Oaipn. a lr.ns.rem 5IN weer kite[ 9l arnatrd less:, Wen eamt u'r1I. Fort Pierce, FL 34946 apyrightD1Ql44-I RoaiTrnsses Anthnny T.lamho ill: GE, Repeoduoiaa of this dovimsw, iaony Woo, is prohihited wBhouttha wrimen permissivehomV Roof Lnsns- Aothory T. lamho ill: Ill, Job Truss Truss Type Oly Ply HOMES /SANTA ROSAWRSRCLMHPDiagonalHipGirder41A0181411 AN Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 1-5-0 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:fXMofrMa Vb?Z7FFUeY3_NdzegNj-OOOTEsfIONdCwRZneplfM4E 1 YvrvOljngNO3ZpyBJdn 4-11-0 o 4x4 II 1.5x4 II 3x4 =6 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.04 7-8 999 360 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 WS 0.38 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.03 7-8 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. 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 Horz 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at joint 5, 261 lb uplift at joint 2 and 106 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 78 lb down and 95 lb up at 1-4-9, 78 lb down and 95 lb up at 1-4-9, 40 lb down and 54 lb up at 4-2-8, 40 lb down and 54 lb up at 4-2-8, and 71 lb down and 106 lb up at 7-0-7, and 71 lb down and 106 lb up at 7-0-7 on top chord, and 10 lb down and 9 lb up at 1-4-9, 10 Ib down and 9 lb up at 1 A-9, 13 lb down at 4-2-8, 13 Ib down at 4-2-8, and 33 lb down at 7-0-7, and 33 lb down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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) PLATES GRIP MT20 244/190 Weight: 44 lb FT = 0 r,mg-na., Nnngll. Rr.. n•a.l East !rny;s; s<;EE ; t[t u IEtxs A:asmn n:n7ea,'Enr:r') tteR;,n;EeeuEtt' hie. rnitries e rma..m, at jai ow<e, a:; t2„cesq oR.yp[} eaine Amnr L Iwt le: r.;. Edc;e s:r. tdae na. r.N;s akn.se rnd m n, leo, alt lffla,J 0m,.0 k, d to 9<'ee N krdd A. lmi l:s¢Ega, .4-1n, Etyi a nanal'9C repe:m,aa,gNsro dm rt ;tWfw 1 hp d rx•.,NIht AEddar Mal,. WIN L ray, areas, Ndydwrm Anthony ' T. Tombo III, P.E. W.udh asN•anE 'k r..w4l:O—,0.o*weAa,,tgw.MeE>IMe:.en,:9e ad,ndlitCNrlx .nit bd xtl4grW W7}1 EkrmddN rawjfi!w iN r:r,s.:Mt4kMd k,dM Nldw aay Sid kM .pe iWd!d 80083 n,rlE.toa[aa.dn.Aea :r.n:ktocW naMWpad dk up[ andnwa a anEdb.ktyEaWAranrdn tw na dasInIWas h"MNL*,WalN:dlktrr.,m.,n,soePi_aamlas,u_a*n.aNs g451St. Lucie Blvd. Mn.n. MwlN,iaaWp rywamm h,al/aTq mdsN. In En,rhrw Fryoen is 1.1 ae HUN;'ee,irn.aLr,, Srder E.Ea.+ad,mbif:r. Sq:ryodeN Asa. nenAdiM x.11 1. Colpilp1D 14115-1 Anal irrts^ s-6nthnay t. fomho lll, P.E. RepEadutlian of ihisdommeat: in any form, is ptohihitzd w6hom the wrincn Pnrmisclan from AI loot 6Fort Pierce, FL 34946osAzc-AnthonyLlamha lll: P.E. Job Truss Truss Type Qty Ply HOMES / SANTA ROSA AO181412 WRSRCLM J3 Jack -Open 3 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 16:24:29 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-sCZrRCgL9hl3YbBzBXGuvinikJGUIHrw31 md5FyBJdm 1-0-0 3-0-0 1-0-0 3-M 2x4 = 3-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 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 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 3-0-0 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 = 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. ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 3, 103 lb uplift at joint 2 and 31 lb uplift at joint 4. 7) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS & CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT' form. LOAD CASE(S) Standard tww,. l n n.lnre»..rr'Imc;?re!ca!sus;.s[K IIr[tns cavnlnentustow,'lat'-_r;ue asiraw;lrrnw.lwara,mr nan,,,na,o-n,e<.q,d.rgn;eaem.rri ni,t:.lawo:,sknld.r.ti.cd„nwp.lursue ars.nn aa,i a.,a, n.e:kuk.cd rn ne iCCul<,aa A,.ra,;u:,F.rarx;a.,hti.M n;m,dwwro%rgm,ns w r nkweamnd<;,kxler r:;rn:niun ro; ror le,y.aor.,*,.: kpca.. n<too rdr. «gin tna. rren;gr n:..r,•wna, u+u. .:minim Anthony T. Tombo III, P.E. w.uan .o„w«nr.a l,w< r aAn,daeu.,,•.air. c.akordywrnn wumo::gn,n ,aanan n n,ix elkkd 11fq,dewnt IS, n..lau,mow,n,a an r•.,,.aad.yk..u. Imryewsninm,aknqudktla r dma = 80083 neB.:Ilga i}ererd(.Su•1 hilm r a4R]DO ,dfi,F ,rnlpaelwn4tit 10 q(,"-1SAS 1' I(SAI.BAaxi88rnwStu d 1bPedape.n tM1le,resn,a,p„sislnn,wo:nnamen.o:i,,;'e,skip'j_didI-4.n.na-,dkss 4451St. Lucie Blvd. nnm. wim k.(x W luk 9. w.!" 11 d pi w,asd ikrn,1 Mntgo.e a b-r did Wit, h"Piij u fluu S'_ bn.w a !Win All arednd—w.., amw:m-L Fort Pierce, FL 34946 eppighiZ241461RoofLrssac ArihootLToniailhP.F.RePlelunianofThis document,ioanyhrm,isplohihudwithouirhewritlenpermiWeAlimAIRoof6nsat Aochooylianhoill;P.E. Job Truss Truss Type Qty Ply HOMES / SANTA ROSA A0181413 WRSRCLM J5 MONOPITCH 5 1 RYAN Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@a1 truss.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-sCZrRCgLghl3Yb8zBXGuvinCdJAYIHrw31 md5FyBJdm 1-0-0 5-3-8 1-0-0 5-3-8 1.5x4 II 3 C 2x4 = 1.5x4 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 0.53 Vert(LL) 0.14 4-7 452 240 MT20 1 244/190 TCDL 10.0 Lumber DOL 125 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 FBC2017/TPI2014 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 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) 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 InMiq- Fl uAli. redea WA11993';W. fTWS;SFM,031t I..6WCMhOrir741p11i wtri:t¢ti:3 fL4M;11'Me. leriy trsip w!w.ens :eN.eirsatticImsk!ip dc:q!Im;; mi11rldlmr I.feto- III,rt.leknie Sie¢hhee re. Ceku dktt.ise rtMwdeit8,u¢ WFazismms, thk sill k[ dI.. N TO, Nktdi is eire,iD x¢361wx - ,p; dry [Ggne A auu'DD.rtpnuls merepmt de pvx .eed eodew iy rapnidhrti ded -p IPor.;e e7 fry d hiIXi Irm ifl 1. Lxh qe ep9 s laiiq Icu svrtilidr Anthony T. Tornbo III, P.E. uf,.dt,i1. en t.ddn' 1. tneullRd 1%0.., Pot O_' ¢abr 49W r ne wilm O."k., Il&-1. Is Ill III, Is, ix 4N i.,d' ldedsWdlhi Re , i I run 'ery htw d I. is,'odeeer Icahn wpest 1. do eNh ry idl dr puihliryd Pos Rdidp D• sp:ee alt teenedrc. kh Wks Ir.W If It! IOU of*1 pecke d ¢.. p4dirs dlh kildm(gmnhHuxlicp 4Je l Shx5131dd1 If. .9stu -da dfx 1-0 rilketc IN I Wien, le retpnsMin's ntAHes 01 .s l, Devpur: iess pnress p"R.. W td filw.. odes, =80083 a<,d,e«r dne:emeny, dgnae wy.Ipmne.deN. Isne,.oes•«tyd«Ise-rnet u.go<:ipm,xtruSr,InhlYwdn.isll _:WepMed rx. -ddkNn nl_ 4451 St. Lucie Blvd. oppipht 2dld A -I Anof Lrsses Anibony 1. hinhn ilf.H. Rependodiml ad this doroment,innny fmm, is peohihited withourlsk rrinrn p"ission him A-1 Rwl Losses Anthonyi.tamb.111j.1. Fort Pierce, FL 34946 Job Truss Truss Type aty Ply HOMES / SANTA ROSA AO181414 WRSRCLM J5A Jack -Open g 1 RYAN Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 1-0-0 2x4 = 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?tw9lj9lEn7SVJPGiZB Uk54HhVAehyBJdI 5-0-0 55-0-0-0 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 0.41 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 FBC2017/TP12014 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 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 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 quide. 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; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 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 Chip as "W;mlm1.,.g1.hale lll;rr.41cm't Sistid.,— 41n, A..", sa1d m ne lie,.* an;zr d<as;rnlee.d rn ioewl ral aserrn;oee [i :,sre;rMFr r,ne,, 6 rq ,armer.r srdmFd simlrse yr:srm:an n!Ntr+yaisaSIP ;.ara r,aaaradr!.s.,an.,F Anthony T. Tombo III, P.E. 4 u do " W . ha'ln th r Weg4f.0 .,f G_. A eyMan W19D :pa,0R:eadendm11,6,rK Wml.alTFIi th inr. idlxtuoexlafP-llnedn,Tme.kdd"kw q. I F nWA. i k..4,kd4 l.N ipesM4a = 80083 m lo:. 11w0sipa a6[uaa'!n. sCntts sr. rd'n ltloC Wax paMa Mp'eemesdmbWq Grpt•d S@ep Ma ehw, ilSPtplafell fp ISin mrd erlbpa dpidrc lnledwnhe eslns idrcsMknesd l>"hn.,o:sipe,.!nslk!gs niaen atlns:tlmtulan,ukss 4451 St. Lucie Blvd. Mvise ahaoN a:amwl epai qn k rinaa h eo rrmm bedrd. tie In,! Deity firma is C_I ne W':Hul onipa_ aLau <.rma Earma d rry Mrmar. is iaded!as., ae n EdhN s'rn. Fort Pierce, EL 34946 GpyriF61 °U' 201FA-I Faal lrrsns AatboayLion6oal; P.E. Rtplaianiar of this dwrmaat, iaaeyform,isplobi itei withounbt wrinop"missio fio. AI Faoilosses- Aathoay L lam6o lll; I.E. Job Truss Truss Type Oty Ply HOMES / SANTA ROSA A0181415 WRSRCLM JSGE 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 I D:fXMofrMaV b?Z7FFUeY3_NdzegNjobhcsuhbhl?nnvHMJyl MJsfa6z7DApD W L FjAByBJd k 5-0-0 5 b 2x4 = 1.5x4 1.5x4 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 0.12 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 FBC20171TPI2014 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 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 = 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=-208/330 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/fPI 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 Its uplift at joint 5, 56 lb uplift at joint 2 and 107 Ib 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 ztdabq- Mttse ragq.;,.br kr'AIt r1roSi5ji,n?r1: NJat:'.Gl;1(C rh.1S(t:PN'6iRri :NXbk:iQ6NiNr'hm,InN.kss patxCsu mi rtR m!snpis?nrN:ge CnripitC€'.Mis Pa4n, 1. mi?:? pdereae She alsont. QNYs: dnx;u s7dduYe?CQ,dr Ya'1l;fnrk (k4t k }t 94w me lQEbir edd. f ,f. 4q, iepaa t.ptCfih?gat 'k, Sefi.NpplNk ted!na tryr ab ado bd xpNgoj t'.pem:ilk'iw htk'p, dht iighLfl,eepn,iaht lQQ i sq Iplt uLt ipt sivsplia!,Iatxp edd 'S? Anthony T, Tornbo t::, G.E. mr.bd£ r i x.r,aysi repsfaunlw ,m ,t 6n a,p,epn r s' ,b6» m lxu lr s m«ra ay;,k ni l,typtt,d9"IDw r',tu '011,l ,.:Iv sodir " 'wmtsmiW,x:,a,W4ts :,xw'*0 SOQ8321pay'b. nN ra tx,ntsawbne raeae„£m t,p,d, n,dme wl c, sd>ti wx£dk,iu rpusxasy ; us en e at u,r£I ;d:e W im're:p,.i ,r;,,d esr etnt rs£.:,,, Ins ae>[a ote;r,r ,a„b. wens aaSQ. St, 00fie83 Blvd.alxrin kneel#6:a`1Ott!peegtrdgN Mptt'isnel.N, ;b Lns 7s k usis NJ:k, tnia{:ekux,u hst:Ythn igiugdmiee6aq, „iu{M3d*si nlie!a I111. tbptrigkl C 2Q16 A-1 loci lins£s-Anikokp L l£mkn ire P.E hprodoUion d this doarntor. ik ££f form: is prokibir d aahut lke wint, pCYWiSSfP£ f tim Al Rod lrisatS A£IhnkY h FdmbP III. P,E. Fort Pierce, FL 3=945 Job Truss Truss Type Qty Ply HOMES /SANTA ROSAWRSRCLMJ5LJack -Open 16 1A0181416 AN 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 16:24:32 2017 Page 1 I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-Hn F_3EiDSc7eP3sYtfgbXwOkrW DCyebNl?_HiayBJdj 1-0-0 5-0-0 1-0-0 5-0-0 3x4 = 5-0-0 5-0-0 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/dell L/d 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 FBC2017/TP12014 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 quide. 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. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads- 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb 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 rw..r. n enwwpl.nwe. m'e.! met rrRc3 ^si! a ;>tdaA! !irvs c r npnass fmthu; mt:n udmancurnr a,.. b dr a:r ,. rr,ru eder war!«r, erdgrom.q;lgel mem rdirry t.Iwk e!, e:. a!ffm,, s rwte!we,r.: erbr, dew.rr rd<r. dr rza..+, iL7skraemrrlars si 3e rset4 be i0Cmk rdd. lsrimsg:b¢friben{r.e..!pnlry rgwM Ms msq r rrpnrtlsmm:gbrtdmr pdr;:srd egbw.grnrm:Jrkh prk ersyadbe sbrk lro!s lrybdmmelbbnh.airr lrrl. rxk;rp:ugfiw.s, 4dwiuWna:, snniide! Anthony T. Tombo 111, P.E. ae+ua oesT s1.In MIRK le 480083 ke Nikrgb i}xrw[mdcM. eA Me: sr rdwl lBCNme peMe,Mgi¢elwes diwhd&q(gmml Sc'elrHnwds'IISOrdFkehr9WffJ .r ids Nbgsnd pdrwe. lhladxsllr •rsimsL'mirr me klksd he asgrn;?rrn liesipE.— IlmsYmh.Ma e&ss 44515t. Lucie Blvd. diansewwnr:eanneywegmbnary re rd prdes brdrN lint r—k-felin. g.rM1r umg Dedpm_ uns <.rdn rrgx drn, trrubE. m.roded wr, nrRermdrml Fort Pierce, FL 34946 oppight020164-1 Raoffrvsses- Aethoay f. tambo!II; P.E. Reprad.m. of this dommear, in ony form, is pohibiled wimewhe w6tien permission hom A -I Root 6nsses dnthonyl.lombolll:P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SANTA ROSA WRSRCLM J6A ROOF SPECIAL 1 2 A0181417 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 07:46:37 2017 Page 1 ID:53scil VXK54ii0nMGAB 1 xl zZRKZ-T70GJPkwJukKZBLtRpIV W LI RJ MegCPhjjzJ L1 MyB67G 4-11-4 4-11-4 1 3x4 = 3x4 - 1.5x4 II 4-11-4 4-11-4 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 0.25 Vert(LL) 0.01 3-4 999 360 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 pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4 = 18610-7-4 (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. (lb) 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=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 dau7/leme;:em¢k enter tk'!Ir;'Y IItiSii,^SEti'T:: EUD f'.[M!itPM'AAti aa€MiCIrU'iY:AK3,i',9CMLtt'Ma, fnDrhGa rq s:;w:M Wnnits?m;iir n+arBCC w"fe kMn1.;ep}e 1k t:.bMmsilyd khrzw 4ms;>,+au e riotn;h Xod, ld;d:xxtrsacik saM&IDCak.mi. } r :g irpw :e, 1pc+:Dt'R:M eafaattG9 arras ax:rprrs tti>iek ,eW ageeaiq e:pa3i4rM Mer peer siyki armi MiDDxf non 01 :k asrp ..4kt wizen xar-ar! 1.uYrYrin;s4a.W4ae.rrpswa;,a' a::ma5e-dcpaaatMmq'gre.uatrml eeir,ar@:xk.dikxq;rlew'il-ElkgpWdWl'> ,:aN,rdte s,sis AnthonyT.Toesbol!!,P.E. ads q..mgr,aama:e :gsaik9e .at z 80083aagnq,wraa«e to „aw•MwNirs t aaetMessanxmauur+Duet welaravrop d.;ea.r.xananea.a,wesrutnra.i.Dr,gxarwsRa+eos,anr s«.ivadadrrcrragwq«:,r igh4rrs„aed€kE,n,:wphcza arr e er:ne.aEm,srsn.E.y;.rKag,ed:wq. eD Maerx<".:arr:er„roaEn i. 4451 St. iurP Blvd. e LCpyridbl D:'STIid A -I pool itoszrs Ambooy f. tambo lA, P,t. tepoduuieoct ibis dommen1,4cay Tom itprobibited-Afti she - 6ttenpe;mivactrom AA teat hi- Amhuy 1. Tombs ill, p.L Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply RYAN HOMES / SANTA ROSA WRSRCLM J7 Jack -Open 28 1 A0181418 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1 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 I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-DANkUvjTzDNMeMOx_4s3cLUyJKpcQY5fCJTN nTyBJdh 1-0-0 7-0-0 1-0-0 7-0-0 Dead Load Defl. = 118 in 3x6 II Plate Offsets (X,Y)— 2:0-3-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 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. (Ib) 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 OmuE Flx daea¢ttrcnr. tie'A I 10T ?IrSe3'1;F reEr3AlI WS6rJkOIIILlS(8S'OPi771;YjflCFi EeiA1E1rIww. Inif enge pre&dns Wenl nhsaS'slmshsip Davq!ILt;jWAe Adfwr 1. Esrk le.tr.ldmnrt Simtd,re re. klrtsdMviu Mdnie Ilm.wdr Wa avW Elms MAt r.&TRhksdf AszlrtssUmnErywe(e Slauer Fopmr p srd nmrt4 rgmnlsan.epmw di Ims Iegh ,grsEon hWrM lrsyndie.sm/, kl Jd to AelD6 I/ W 1flL iaa'p Ian IaNiq Nm IekRl Anthony T. Tombo III, P.E. W ntdns!nss tr nE 6iltrq' Ik I sa:Iiry dev Ovtr, dv irrtn sedkxned grdnm 4'Ni>;0 e:n,h! nmrldlk tlw ie lx IMI 1' .Nielt&Will tk epa+d he IUOW ms Pold dB I..ss; udNny k.dvg, 1 gnstl I aih grid kdx tl s,kld7d :y 80083 Ik AillilRdpan Wlemmbr.All.%s'WhIkiOBndirp,1_ntVedmndlkkNslf egnnlSmh Nmdin KAPkhsks k 1p WSKA ,dm Afw1-4FsW elMlednsstk rzsEnsikhsWi;IhsdRlras. s ,.,ns eesiEr fgve. aWtrts;krohrvra,akss 445i St. Lucie Blvd. Zt rtlrvn.afmtlhs:amodgw rynev.Gnh NErnes nmd.Isla;YY ersln[gmxis a:I de 1sl11q eeslgu ninss F:tn hie. dnr h.Iliq. ID:gnd¢N sex: mem9diW sT1. Fort Pierce, FL 34946 ryyrig11D7C11LA-1 Rwifratses-,Izl6nny 1. Tam§o Itl; LE Rsprodumine nlshis dmnmees, in ony krm, IspmMi4ildwGhoel;ie wrirteyermissiee hem A I RzalLnns AraYoepLizmSe II; P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SANTA ROSA A0181419 WRSRCLM M05G Hip Girder 1 1 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 16:24:36 2017 Page 1 I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-9YVVvblkVrd4ugAJ6VuXhmZKm7TGuDWygdyUrLyBJdf 0 p 5-0-0 9-5-15 13-10-1 1%- l 21-8-0 26-1-5 30-6-11 35-0-0 40-0-0 q1-Ogi-0-(1 5-0-0-5-15 3-4-0 4-5-5 4-5-5 4-5-5 5-0-0 -0- e nn r 1 3x6 = 1.5x4 11 3x4 = 5-0-0 9-5-15 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 FBC2017rrPI2014 4x6 = 43 - 45 46 -- 4/ 20 48 49 50 51 17 52 - 53 54 .- 55 56 13-10-1 LUMBER - TOP CHORD 2x4 SP No.2 'Except' T2,T3: 20 SP M 30 BOT CHORD 20 SP No.2 WEBS 20 SP No.3 `Except* W3,W5: 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=-212211638, 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=-319912373, Continued on page 2 Dead Load Defl. = 3/16 in 3x10 = 3x6 = 5x6 = 1.5x4 II 3x6 = 5x8 3x4 = 1.5x4 II 3x6 = 18-4-0 21-8-0 26-1-5 30-6-11 35-0-0 40-0-0 4-5-15 3-4-0 4-5-5 4_5-5 r 5 Edge], 11:0-5-8,0-2-81,[16:0-2-8 0-2-12],[19:0-3-0 0-3-01 [21:0-2-0,0-1-81 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.80 Vert(LL) 0.3415-16 763 240 MT20 244/190 BC 0.90 Vert(CT) 0.3515-16 751 240 WB 0.96 HoFz(CT) 0.07 12 n/a n/a Matrix -MS Weight: 185 lb FT = 0% 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, 22-45=-92411647, 45-46=-924/1647, 21-46=-92411647, 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=-3791238, 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. 11; 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 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 28-11-4, 67 lb down and 95 lb up at 30-11-4, 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 Ib 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 20-11-4, 49 lb down and 76 lb up at 22-11-4, 49 lb down and 76 lb up at 24-11-4, 49 lb down and 76 lb up at 26-11-4, 49 lb down and 76 lb up at 28-11-4, 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. Zt-- aaHq.r>nmw(r.:.x i.nars ascs;uua'>ua((I:eese:awnen(nseancrrtter,;arlsu:rrra rmrreem n.nswr-wewa:ww:I.,r,e.,i ow.ypoc;wa EEa,.rr.lacele,r.Earr,,s;ra..k e.i,.(wa(m.ait aiieztwwm (Mrs saN ke4HMat'OCkkrda iseire.s Nnia Eryie Wwaf fErue,ne stew w(iaG npeswltatct eiMpw;vwle>QeYry npe:Rieh 4;'ki-pd6tst1 ie/P]Hwfwl i I/am iMi r kip KAarI.,Nm 1le6iw :dlm.m wi.:edm nMwt ne ,pr lmana..e, a. a..e:. I 5w' dewliq oespe,a a.xnaaf u., a,fxwiww.awmq aewrrll the gawlan mowe., ned aner.ss,nmeq Mp- I,ew ew kwq Hal puHrt.d Anthony T. Tornb80083 III, P.E. Ikuliq Nip m(x¢e;b. AN Me sdM 0 WIN wi b pecaaeiVieth., dt M q(rgmal shh Hwaabe l(Sfjis4NUH At 1.1 wi Stu nede H tapxra AM- IN haws8e espasiMnkfnibtlnd Rles, Asper, irn Snip E9^ew ^A la tNowh;We,wkss. 80083 alenua9aHNsiwawlegexep4r.axah Apees hwhH lw Gt„awia Egere isl (MWllq &slpa,w Ln, Srdea C.ryedw!hNln1. iA:eladeH roes ae nedwla Tl. 4451 St. Lucie Blvd. Ceprigin V 7QI i 4 l iaal6esses Artbaey 1. lanbo lll,1`1, li'?duniaa aphis d-men, is eny hrm, is pmbi50zi riibaul!ba.,inen pMmissioe Lan A I bat Lessn-Aaihoey 1.lnnbo 7l, H. Fort Pierce, FL 34046 Job Truss Truss Type Qty Ply HOMES /SANTA ROSAWRSRCLMM05GHipGirder11A0181419 AN 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 16:24:36 2017 Page 2 ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-9YVVvblkVrd4ugAJ6VuXhmZKm7TGuD WygdyUrLyBJdf 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(1]1)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(6) 54=-45(8) 55=-45(B)56=-45(B) Mmag-nw Asx le rnk. Ae'11IP4i !IASc3; S ii'; iF1IAI ![6Y36;iMCIItcS!75FOYi tUfY}1FC6:YiE06YFXi Me. krdt ksip 1neM, al ni wrtf a"..Is lrt,t k!ip Wtrigp jnd tle IrMgq I.Imb I&.I. Irkn t fiettidxe rv. Lekss '.ise P.cIN u de I:A, rdr M,iri .mu parrs rc NMk.00vk,d/Asrlrzr Pius Fqm SpaRlGper`k dwx(i;gmrmm.egraedkrtr.;suwlr.5m iq k'.n rakksipdksAp iggNmktoo bwi lnl ralp .µ'bun Wei- Wkiy Anthony T. Tombo II1, P.E. sl nedm sFxmkBkq' k m mrdm,a.M,ka.M 9fIh.NN gedakMlfi>3D•.'me,bk whddk RLk R(Nlk k¢I m.11s{,s&di/i i. keppmd dhe NlrN pfirN dk(.ss, sds kve7sg. kqr .shl:eh. ksag sd kkrt psialiF!d : 80083 k lrugkiper art (.a.ys. Aberh AM 4looMf-if- Ip hwdfbdrgfgp Sdeh Mxm.m NSPMisk/H F" MS3nseieM ikrpa.i pNue tnl ,krzspnsiklx,Wdtirsaktre., kdpa,r s ees;p bse m lmn deskdne .rkss 4451 St. Lucie Blvd. rAe.h M. fh C..d Woo p a r.mq h.d pties.rrht Im1 ,s omp[.I—isa-1 k wiligI q. 1-Sr ftfpen dm i46q a sRWW ors se is ldhN..,.nI Fort Pierce, FL 34946 Copyright 0201 h A Aa.t Lrsses-Anthony T. Tamh.III, P.F. geprodwsu. of this dommo.t, inonyfor., is prohibited mBhounbe wdron permission from A -) Roof bussas Aethooyl. lamb. ill, F1. Job Truss Truss Type my Ply HOMES / SANTA ROSA A0181420 WRSRCLM M06 Hip 1 1 RYAN Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 7-0-0 12-8-14 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MFTek Industries, Inc. Thu Dec 7 16:24:36 2017 I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-9YVVvblkVrd4ugAJ6VuXhmZK07Uiu Fsygdy 0 25-7-2 33-0-0 40-0-0 41-0 7-3-2 T4-14 7-0-0 -0 4.00 F12 5x6 = 3x4 3x8 = 3x6 = 1.5x4 11 3 e 5 n 7 5x8 = Dead Load Defi. = 1/4 in 3x4 = lJ 5x6 = 13 3x12 = 1.Sx4 II 3x6 = 3x6 = 3x6 = 3x6 = 7-0-0 18-4-0 25-7-2 33-0-0 40-0-0 I 7-0-0 I 11-4-0 7-3-2 7-4-14 7-0-0 Plate Offsets (X,Y)— [5:0-2-4,0-1-8], [8:0-5-8,0-2-8], [12:0-5-12,0-1-81, [14:0-3-0,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.31 14-16 >719 360 MT20 244/190 TCDL 10.0 Lumber DOL 125 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 FBC2017fTP12014 Matrix -MS Wind(LL) 0.28 11-22 >936 240 Weight: 175 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-6-9 oc bracing. WEBS 1 Row at midpt 4-14, 5-12 MiTek recommends that StabAizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 62210-8-0 (min. 0-1-8) 14 = 191710-8-0 (min. 0-2-4) 9 = 781/0-8-0 (min. 0-1-8) Max Horz 2 = 43(LC 12) Max Uplift 2 = 11 8) 14 = 931(LC 8) 9 = 561(LC 9) Max Grav 2 = 123) 14 = 1917(LC 1) 9 = 7124) 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 BOTCHORD 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) 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 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 ma. hl % ntt bnwykir « .k.. e'l I10;:`T%ISM K1dJ? 0N[ 1W 6WkUIiI nS i7ST011{, Mir i!IK04itmor lao. Soya p caxi W:nl w'es a fibt L•at Cetip Ait'eb1;IP7',adbt Odfq l.Iwke lk. P t.le n;e SiM lMe n!. vd," Aa'.ite P w a bt IM1 alt Air —pars skA hadix bt w4k,dd rsttra>Oars Eybt :: `-tube?bA q a W q«rdsaa:epar dMpwe.da+legit t iq «tptddlvM 4e l tipalk.0! fi mrt boor1/ai 1111 Ixa pn qva Ndi".edma tdA of Anthony T. Tombo 111, P.E. d.udk nstrm as spt'¢ti7d40vte,kO.ai Mabn9"I b:W/me Oe;gee,bketweddiNC'beixaltix I ingetkalnilkyp•d b100antk:d db<t.ts;sdabiendmg,Mp blWmatkaalib:hne yasiNiryd =80083 W bahpDsiper ad batch. ttl nh s.idb RiOG Wbx pe[irn nl p:tei' dlie lnlnq Gr{renlShhldrtman NSGpl0.ht1 I. a/stU Bride• ttx paxn pilot 1%I afis bt«ynsihiries al lusdlhlt.. ksna,.at k.ip irod ei lnuDtdtdnb akct 4451 St. Lucie Blvd. edbxbt tdW hlitdtMepsdg by to li dl ptin mdrst.In 1n.sktabi—is11lflt L.itdt ksipx.al:s Sid. blma of y Will". 111awM:na. benddi'do_N Fort Pierce, FL 34046 aPyrigbt'•D YplB A-1 lootTiosses- Anthony L Tambo 111, P.F. RePmdudiand this doomem, in ony form, is Prohibited.4frout.,he xiintn fe,missian from A l Rooi6asns Anthony 1. Umholll; P.E. Job Truss Truss Type Oty Ply RYAN HOMES / SANTA ROSA A0181421 WRSRCLM M07 Hip 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 16:24:37 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-dk2t6xmMG8lxVglwfCPmE_6X?Xo 1 dkT6vHi2NnyBJde 1-0 p 9-0-0 13-8-14 18-0 24-7-2 31-0-0 40-0-0 q1-0 0- 9-0-0 4-8-14 4-7-2 6-3-2 6-4-14 T -0- 4.00 F12 5x6 = 3x4 — 3z4 = 3x6 = 1.5x4 11 5 a 7 5x8 = Dead Load Defl. = 1/4 in 3x4 = 1b 5x6 = 3x8 = 1L 1.5x4 II 3x6 = 3x6 = 3x6 = 3x6 = LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC20171TP12014 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- TOPCHORD Structural wood sheathing directly applied or 4-2-15 oc purlins. BOTCHORD 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 BOT CHORD 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, 24-7-2 31-0-0 CSI. DEFL. in (loc) I/deft L/d TC 0.70 Vert(LL) 0.5811-22 448 240 BC 1.00 Vert(CT) 0.4611-22 568 240 WB 0.73 Horz(CT) 0.02 9 n/a n/a Matrix -MS WEBS 3-16=-203/334, 4-16=-498/807, 4-14=-12151852,5-14=-1105/1244, 5-13=-211211727, 7-13=-404/326, 8-13=-691f796, 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 40-0-0 PLATES GRIP MT20 244/190 Weight: 175 lb FT = 0 peniry-Heeu tlnwNle mva lle'AnO;`:?t!S<ES;SE'iEY",: eEK3M IEWS 6(DlINIIulSNf?CYS"lU1ir';SIXtl iEiEg511ElTMa.lerMr snip try mrsrei:ulW.esxlut lrns blip Owry;lfiu,eallMllfwr l.IrFhe AI;IE.Idverr Siee6dee n!. Gv.NcsYM.ise:mM wCe nC,wh Nilekrlwdw pews sidlk sdb S<OCNf dh As iris bsip Eqn : e Sp: dry Ees r',q ww??Dugmrtls nsugtwndm nac;suul w;ia iq rn'w:biph47 ksipd ffie myNi Iry edw lklg6 Ir i Efll I'.>•k p ap Iwtrysd s.eihlrer Anthony T. Tonibo III, P.E. we ned fr tx an telde tte y ui fh dgn0 keCne dk wgMniB 6allesyd ,bM useddi II de lx IEul I aiNigceWWrn t. rleeyNr Idl NAm affieN dtl r.ess kddng Fnelry 1 t mtl r edk grid kde y "liftd ? 80083 M H!Ileg d•trper ere [wln'lrc Ag d rW a ea 109 I4, pIN dpSelm INe 4i of 6mpaea1 ShNP1.0SW ru id fWywxtl pits. IHIed4451 St. Lucie Blvd. Mp•Na mSMbaiwoon eprN qnR ritl ly rg ptits NnlrN.lke Irn,s.p Eta« is tildeb Nigdesipq wL'n,4dae E.P. O.VO4ig..Yl.glde0nts; ddW.T111. Fort Pierce, FL 34946 Gppig6t 1gl4AlAoailrrssos Aothooyi. tam5o llla.E. ReplWouin of ibis dumeo6i—yform, is pohilited wRhom!Ae written permissielhnnA IRooi6osses- Amboy 1. TOM. III: P.I. Job Truss Truss Type oty Ply RYAN HOMES / SANTA ROSA A0181422 WRSRCLM M08 Hip 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierre, 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 I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-5xcFKHn_l Stn7_KiDww?mBefpx9mM9fF7wRbwEyBJdd 1-0-0 6-6-11 11-0-0 18-4-0 23-7-2 29-0-0 33-5-5 40-0-0 41-0 0 0- 6-6-11 4-5-5 7 4-0 5-3-2 5 4-14 4-5-5 6-6-11 -0- 3x4 = 5x6 = 3x6 = 4.00 12 3x4 = 7 5x6 = Dead Load Defl. = 318 in 1b 5x6 — 13 -- 3x6 = 3x6 = 3x6 = 3x8 3x6 = 3x8 = t 11-0-0 18-4-0 29-0-0 40-0-0 11-0-0 7-4-0 10-8-0 I 11-0-0 Plate Offsets (X,Y)— f14:0-3-0,0-3-01 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 0.89 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 FBC20171TPI2014 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 pudins. BOT CHORD 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. TOPCHORD 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=-1077/792, 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 pending. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 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 Hest dgsulh rixw h"I I IOG' IttsSts1'SF1!FP;: R%FAA! ELMS 6 J1mnL"AS;IlfieflilUtii}ileS:YI[OWFFr Mn. mitt iaip tu'oo!Mt :ne pk, n Sd:le.a o,sl mr y!IP'; d Ik tdlwr t. !nk nI: I.F. tde;m't skt!/dee ro. Beltu dMtiltt tRfeF n ae!60. uh i6ovn dds adl ie iad BDhk d/ A WssDews ifody ["t ml IId'p—a att Pft dhe pde_1 eSN h3 :pudi4n fa'k 1¢dksh} IyvMmIk1DB It sre IHL rice ,ps,avMxs, ktq dsYe .dhlrm Anthony T. Tornbo III, P.E. Wne ih k. mt ktDl de 4 xliry dAsD x,b G+vu sdl erysd ille luh'wI0 :pe,hie detldh tt fi IH Ilit fuel 'IfrycW 1111 tss IM Idtle lDAal ry fieN tle r. ss, rcdetnl kmlag, Ixsg'sNt. dm es•k ysed kMe p iifiryd 80083 Bek:I1m10•fsr ed(wDeda. AA eqs srMhlktDD Ntla poke Ipler dtk ktWry(scprsmisdtlr Mwae6m HSglliskllt MSGA .dc I pmdrN e. iHieMm@e nspesi6ldesnikksdif±in.,D•ses,.ms!k:p:y'.a ai I.—kade.Mss. u!es. dMwhemM1mdNs.mnatryr ryatrwirrgl!d!ymntnhdialn,s0es:pFymxisF.iilekiligDesipe_ ins,.r:wk ednrytliry.il!;elildeNxxsmetdd eNu'ill 4451St- LuBlvd. FL 349 FortPierce, FL 34946 Aeptodottien of this dotomo-ot, many form, is ptokilitd wiidounAe rninrn ptvmissioohem 4 1 Kati trrstzt-8nihony l.lam5a!II; P.F. JANUARY 17, 2017 I TYPICAL HIP / KING JACK CONNECTION I STDTL01 CORNERSET GENERAL SPECIFICATIONS a. 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 772-409-1010 Attach King Jack w/ (3) 16d Toe Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC Attach End Jack's I Attach Corner Jack's w/ (4) 16d Toe Nails @ TC w/ (2) 16d Toe Nails @ TC & 3) 16d Toe Nails @ BC BC (Typ) 0 t r` Attach Corner Jack's 2) 16d Toe Nails @ TC & BC (Typ) nae# ° ,e3am i; tt< tlt t IY.;xS Y' wYait Hot s0 t'ai''4'"t..k" 7'r`: t a.Mukuwt'r 'rx.t a };n3 i;.qs 1,ad i+!I .tH Y3 Pxaa abr; 3: soanxxuirv fase, b1:e• : Yi wra a =;S x v£t U a"?ad fs Srn Rpttq ,e-ika .°t e[ zt u„Cfl sz. nroa ytraewrt waF+s iw;aevrrg:.es laIDe k. «°i eeq.€a dry .aa eai m'w Ptl ri de s w+ropeae'd ywrt cr ,n .7 :Anihony7 16rE H1.-P.E. ys4 -w 9', T area kb *! s'a a (er Irta1 an A+..nr x ro-fa a !•being s .air zi'be CIF. ad:M kdt e+6 ai3Kl s mps ele•P.. MaaAN A9 <ya. aJktpir x¢i m^ 4^aI wq.aaR.a» .wu>;+ixwq r 8JE't1y 3 a a x ksra hxx ram xa ,umre s oo- u 'nrn t a rr r a .e Manx ss ar,.€ q .°asa: 4451 Sc Lw'rjeBlvd, aa»artr>at•p,R k,s.,a.d Fxln.9a:ee+nt't.k,ae>,3s s.a°twr 6ws k ap bttmsua , T3eF% PrtPie.e,F_ 34946 Csrro3xigit`i2@6aafl-,-Imt srtY i. Famba l(3 F.€F fir ai+xtiQc aitAs aaaaeb is aaylxn, p+ai:ee abffat.bt utiataa peauss arfins Ai3tc€i Tiesxr 4fl rr++i to ct;EL FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL 1 STDTL03 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD I'-3'MAX. OIAG. BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE BLDG. DESIGNER OR THE PROJECT ENGINEER/ARCHITECT TO DESIGN THE CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENOS. HORIZONTAL BRACE 2X6 DIAGONAL BRACE SPACED 48' SEE SECTION A -A) O.C. ATTACHED TO VERTICAL WITH TRUSSSES L ( 4) - 16d NAILS, AND ATTACHED TO F- 24' O.C. BLOCKING WITH (5) - 10d COMMONS. NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS. 2X4 PURLIN FASTENED TO FOUR TRUSSES WITH (2) - 16d NAILS EACH. FASTEN PURLIN TO BLOCKING W/ (2) - 16d NAILS (MIND. PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE BRACE AND THE TWO TRUSSES ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH 5) - 10d COMMON WIRE NAILS. END WALL 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 WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131' X 3') NAILS SPACED 6' O.C. FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d 131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM). STRUCTURAL GABLE TRUSS MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE 1 ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. NOTE: THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED / STUDS. TRUSSES WITHOUT INLAYED S ARE NOT ADDRESSED HERE. / STANDARD GABLE / TRUSS / TURAL TRUSS 1-1 STUD AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN IN THIS DETAIL IS FOR VERTICAL/STUDS ONLY. JULY 17, 2017 I STANDARDCONNECTION DETAIL TRUSS I STDTL04 THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: I' 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. s 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 772409-1010 PIGGYBACK TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL PIGGYBACK TRUSS INFORMATION. SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS SPACING NOT TO EXCEED 24. O.C.) A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2' X 8' TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48' O.C. PLATES SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48" O.C. STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH FOUR (4) 6d (1.5- X 0.099-) NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF 377 LBS. AT EACH 2' X 8' TEE -LOCK MULTI -USE CONNECTION PLATE. (MINIMUM OF 2 PLATES) ATTACH EACH PURLIN TO THE TOP CHORD OF THE BASE TRUSS. PURLINS AND CONNECTION BY OTHERS) BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASE TRUSS INFORMATION. reixl F aKwgwt= k'Yi tJO(INfS,' y T :ffri,_3M 4 Atl?f t.M(t7f1'tAWJ3°;diP vx, twit hs-g r Fdxd mr D trots tk:;tx q;i5, catlia 2=, twau lk t.3 t3xelrfaer h ca ,ne 'f L+ fit, o ... :_ '. rfiti,F am ttlbi fSi@a'ridkAf fl6kki,y, t1d:iMF{f il leFr ..H';4hl7 4fi Ritfi#Y.E St,ftatff5,2KtifAKl&N ttEP55vW d lllJA2tYIK(hPSk'S ddrt Sfjf!.'iPM.yp^.Nq'bt NF eY!%IR.72F Qtif3i .4 Mi 3Y 3Ct :FNli ):: er«sFam,:msms.af 3 s F nf r f:; :sfrxsrmw_n a. fwfsgenF;K,:,sfarxrtt_am,neff adamq:fr.trr r .frrnfmc3d.F>u aeftf«Suna K s f.cmn fwr.:, ,€sfa fs+«zf:yr Anthany 80083 t is afm:m e'a. t3es3 siw.5€ ,ntae rK n,.f q, a'xs>: cf i 6MF,smf ne sur&tmal s¢;.fFararA'ae e%`r m cr nra .ra s.s Ffua e hn:s m,:yef. t<.csMw Fd lwii a <s 44515t €tale Blvd, 2.vie`®dxt±ixiaeg p...reoggfsex;trFN.. tkir+s, rks+p. '±JtR&tsm 6c .e:'gf°q 3Nct:_ima.Ksrk6utsifli .. _ , fee : +pe, lrnsS,isa' . Fixt.P>'erre, FL 34946 QQYfff§f i9l6 d;i:FC01 ifYS5tS.ARt QCYl tkiE4ltl: P;(. QWSfF;i94¢119tS dQ{QRlM1lk Qkt tuf'A.i3 QI4 4b':Rd kit Dftt tSi rfi m pdd;sEw has A-Itmi 1F013Q5 R&>bKfrl.lda6e llL.. JULY 17, 2017 TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05 A-1 ROOF TRUSSES 44Se CT I I if IG RI \Ill 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. asrg.?kas<&xsyly aencc;x.'F1P]in...,4i .Eu:f S:%IA 1'stmStiSiIX k' (Si^a'ts:.;K; 111mA11 r*jra. Iefh Ott pasae'+f:aimdw_salei iH4s ii}¢ m;;rA,#Ee ttiarcr..ko.N, i.E L=r_u u!e'§dae n4 Otis rise Rciei-lib wwktfMdiiueTMNrtfaFs6hfail, 4t11Erf 6i:p Em try SNe+dl'r JR e}4.y tf+EH -f nws m air at 4 N irc4sfit sw. ispnrM-1, lc 8i ds;i aN 'rxsAKMmiar dr.mm fil 14lrs;g b',W: 1Niy 1'mi t lP 1 saamt;nsl. klanoN.4.,wnrIII r m br.sas s f avt:, ,r, .rwuaia4 e1K,aacW kWa.l gfwmrrvl d1.reexe t,.ler>lamfr-sf ac Anthony T. Ta lbo i[C, P.E... Lr wso _ 0 iIiE ha?. bsfExafrM/ko ss 5e u4 4skas3..irya 80083QS {81 a`]R]xa iMt0.1F la£4'fl Baia Brb fC&ai a4$a(Sia3 gflpiq dSt G?`'R r4i{M lat4RUP`.fkiFf•,'"Sifdy:Mgi!IMiF}RliRttM3l hf idti tT.itl'It I. hPY slr RiAN M.kAi t-' 6ev5a[ 1'ri i4if6F ef.'nla.yei(r>>Sib K' a NkiF - 1t3e.•tetesx 4Cam e€ sm p.d 4451 Si ucie Blvd. H +i +1 g . p:trf mWnn 14e it=sc 4!,$)e gfcs,i aai aee+p,ac;.a,a lns S+srn:gweafw, dag A&cise6 er,:'as r, is aeim m€ ' Fort Pine ce, FL 34946oprreha ?9i6A1Rcafirmfri4 tAarfl.ta el3i,F.£:Ftpohmo.oft4isdcozeo4iRnrfar>R4plolotridwirbo 6erl+lkeepemissinfrom4)RodImmsApMaj1,iombiIII,N, . JULY 17, 2017 1 TRUSSED VALLEY SET DETAIL I STDTL06 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 SECURE W/C VALLEY TRUSS TYPICAL) GABLE END, COMMON TRUSS, OR GIRDER TRUSS NO SHEATHING) N.T.S. GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3" X 0.131' = 10d 2. WOOD SCREW = 3" WS3 USP OR EQUIVALENT. 3. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE PER DETAIL A 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6. NAILING DONE PER NOS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. P 12 SEE DETAIL'A" BELOW (TYP.) BASE TRUSSES GABLE END, COMMON TRUSS, OR GIRDER VALLEY TRUSS TRUSS TYPICAL) WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF ATTACH 2X4 CONTINUOUS #2 MAX SPACING = 24" O.C. (BASE AND VALLEY) SYP T O THE ROOF W/TWO USP MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. WS3 X 3") WOOD SCREWS INTO EACH BASE TRUSS. itflk d SYi 45 P*i tl;'V`.3`; R(Cl7gf's Sl n e 'iah 12} N trsm S;e:Nht.^%t¢c`r tk sEti 4ml£kyxSl tAM(ffi6:Cdbl y6HjimA yl .6.ltid x±x&: €:d Tm» e,R Bz —01t 1K k ICX61 Y4W-A smi pw.l d*l [ea i F$iM 1a4: xSssuib+TM WWI ee it 0160Aq vpx i-Vw.;rce„dn sgsdsudaa dib deteaecl, gar;' fey, 3 pIA4b% mhuet t€ o-ti! Sk& 1§ >ad d WNk,f dta I 3 3#.k'Liti SWL' Ptl}7'.d KRkj &[TB 3lr(nY delA 1asilrexss-Aafhoa><i. tcm6o lt,P;E. •. _ .. JULY 17, 2017 I TRUSSED HIGH WIND VELOCITY) AFL I STDTL07 I " A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 ATTAC WIND DESIGN PER ASCE 7-98, ASCE 74 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 VA SUPPORTING TRUSSES DIRECTLY LIND"..,. 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. CLIP MAY BE APPLIED TO THIS FACE UP TO A NON -BEVELED MAXIMUM 6/12 PITCH BOTTOM CHORD NON -BEVELED BOTTOM CHORD FOR BEVELED BOTTOM CLIP MUST BE APPLIED TO CHORD, CLIP MAY BE APPLIED THIS FACE WHEN PITCH TO EITHER FACE. EXCEEDS 6/12 (MAXIMUM 12/12 PITCH) tic»y>kv«r&».,aH...."t'i:I.k.I rC Te.:"i`PosFM'F rtai[t r,:`i5r..,c.:"Rtt^t'.Ksn:f afki'rs exrt a;s a m.re;a a r,s;e„GngeFnm,i a, adf.t:s 7E:tdn.ssr ta 5r8.-..s. ,uzc«ra.»uu+.r,. a«r lmr:: .:: .. . aat:R: jisw3i Ber M«aF 5ei6ihkrei SSfiaai4 f'naa ">e.,,}+mlh igwen:&±?a srsr.:.ie{Psa.,aai.p^uarrrk (s;9;uatia tP.e s M'<.ili is "z d' adtof,age `ts sd .ie}p Pe i`.arkt,m iRl, ikk 3Eart s, ' Mrdr7:res.aa&f Anthbn T. Tr c sbG. P: I. 'r E, ra sa; rs.u iad s r=.esps, mtditL sa rma arro-tmrt ie a f.W44%q-,x'me'df.V,tovmiwixd W&".rue P l tv W.'9. i h ln-§mtan[xN.w,0 ¢.44m ft *ash .6v.4 sdiar apomI i se an gr erc (r xia L,u s r< m s asY' ipu{rl'sq d1 t gsa rsttE d'.3N van}'r gam: pia 9 i sax:zhr ik4tea :pwuuas iar t,ttrsrg+ck- vuaa si s na,en_,z;ismspaero h+..Mm,+c: a+ i 8008 a5.:. ve# lryc"ar&a¢agan+ td.rnrgi9 o*a.em#+d .&kr>Sex}a-miea;; fhc dmcPrsig+ar.xF.As.4r+f:a` ^"=dmg.+x. p_t#ex Etu sma;tai im!Nt. 41515k 9xieSIVI, Fort E? 2 ce, , L 34946 fopgaymr ZtiW- Ika'i; us-JoboTi.Trm3a13LG< $epodeoopatlkfsisttam r inacplara,izpro4aP«r6Witixatthawrimp€€ai'sia hm A I W Tms€s-1dayllombsl0F.. FEBRUARY 17, 2017 STANDARD GABLE END DETAIL TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS 7z; VERTICAL STUD A-1 ROOF TRUSSES SECTION B-8 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. DIAGONAL BRACE 4' - 0' O.C. MAX. SEE INDIVIDUAL ENGINEERING RAWINGS FOR TRUSS DESIGN CRITERIA. STDTL08 VERTICAL 2X6 SP OR SPF STUDP2X4 2 DIAGONAL BRACE 4) - 16d NAILS16d NAILS SPACED G' O.C. 2) 10d NAILS INTO 2X62X6 SP OR SPF #2 2X4 SP OR SPF #2L HORIZONTAL NAILED TO ERTICALS SECTIONA-A W/(4) - IOd NAILS 12 PROVIDE 2X4 BLOCKING BETWEEN A Q VARIES TO COMMON TRUSS THE FIRST O TRUSSES AS NOTED. TOENAIL WBLOCKING TO TRUSSES WITH ( 2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS 4) 8d NAILS MINIMUM, 3X4= PLYWOOD SHEATHING TO B 0 2X4 STO SPF BLOCK v DIAGONAL BRACING L - BRACING REFER REFER TO SECTION A -A TO SECTION B-8 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 12' MAX. 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' D.C. S. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF IAPHRAGM AT 4' - 0' O.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN WITH 16d NAILS SPACED 6' D.C. HORIZONTAL BRACE TO BE LOCATED AT THE MIOSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 7. GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240. B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. OIAG. BRACE 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES. IF NEEDED 10. 10d AND 16d NAILS ARE 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 #31 STUD 12' O.C. 3-8-10 5-0-11 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 2X4SP# 31STUD 24'0.C. 2-8-6 3-11-3 5-4-12 8.1-2 2X4 SP #2 12' O.C. 3-10-15 5-0-11 6-6-11 11-8-14 2X4 SP #2 16" O.C. 3-6-11 4-9-12 H-11 10-8-0 2X4 SP #2 24" O.C. 3-14 3-11-3 6-2-9 1 9-3-13 DIAGONAL BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH IOd NAILS 6' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER 907 OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B OR C ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS. ROOF SHEATHING 2) - 10d NAILS TRUSSES @ 24' O.C. 2X6 DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d NAILS. HORIZONTAL BRACE SEE SECTION A -A) ENO WALL FEBRUARY 17, 2017 I T WITH 2XIBRACE ON Y IL I STDTL09 NOTES: 4 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. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409.1010 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 SPACING k BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE BRACE SIZE FOR TWO-PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 [-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 A FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTL10 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. w ® NOTE 1: 2XG STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY A-1 ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW. 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE 772409-1010 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 ENOS. INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - 10d TO TOP CHORD NAILS (0.131' X 3') NAILS (0.131' X 3'). I ATTACH TO NAILS I0131WEBWTH3ER31)dL BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK USE METAL FRAMING ANCHOR TO ATTACH TO BOTTOM CHORD TRUSS ATTACH TO VERTICAL WEB WITH (3) - 10d NAILS (0.131' X 3') ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH 2) - 10d NAILS (0.131' X 3') IN EACH CHORD ATTACH TO VERTICAL SCAB WITH (3) - 10d NAILS (0.131' X 3') 2X6 4' - 0' WALL STRONGBACK (TYPICAL SPLICE) (BY OTHERS) ATTACH TO CHORD WITH (2) #12 X 3' WOOD SCREWS 021G' DIA.) INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, ESIGNE BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0.131' X 3') EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING BY OTHERS) FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 LATERAL TOE -NAIL DETAIL NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER 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 THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) DIA SP OF HF SPF SPF-S 131 88.0 80.6 69.9 68.4 59.7 z 135 93.5 85.6 74.2 72.6 63.4 0 J 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 in 148 81.4 74.5 64.6 63.2 52.5 N 10 VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (0.162' OIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 1.15: 3 (NAILS) X 84.5 (LB/NAIL) X 1.15 (OOL) = 291.5 LB MAXIMUM CAPACITY ANGLE MAY VARY FROM 30' TO 60' 45.00° ANGLE MAY VARY FROM 30' TO 60' STDTL11 THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW. VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW 2X4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE 45.00° SIDE VIEW 2X3) 2 NAILS NEAR SIOE NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY VARY FROM 30' TO 60' 45.00' FEBRUARY 17, 2017 1 UPLIFT TOE -NAIL DETAIL I STDTL12 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. TOE -NAIL WITHDRAWAL VALUES PER NOS 2005 (LB/NAIL) DIA. SP OF HF SPF SPF-S L7 131 59 46 32 30 20Z O J 135 60 48 33 30 20 Ln 162 72 58 39 37 25 J S O 128 54 42 28 27 19 I`__ O Z Z OJ 131 55 43 29 28 19 LtJ 148 62 48 34 31 21J J_ N Q Z 120 51 39 27 26 17 CD Z 128 49 38 26 25 17 O 131 51 39 27 26 17 J 148 57 44 31 28 20 M NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30° WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED EXAMPLE: 3) - 16d NAILS (0.162' OIA. X 3.5') WITH SPF SPECIES TOP PLATE FOR WINO OOL OF 1.33: 3 (NAILS) X 37 (LB/NAIL) X 1.33 (DOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND FOR WINO DOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X 1.60 (DOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING ESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION. USE (3) TOE -NAILS ON 2X4 BEARING WALL USE (4) TOE -NAILS ON 2XG BEARING WALL NEAR SIDE FAR S. SIDE VIEW E TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY END VIEW IL NAIL NAIL FEBRUARY 5, 2016 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 1.0 x 4 TYP 2x2 NAILER ATTACHMENT I STDTLI3 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. TYPICAL ALTERNTEApril11, 2016 I FO EXTERIOR FLAT G R EIR TRUSSIL I STDTLI4 4) 12d TRUSS 24" 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 ilrixyM nA'''r'iia Sx'i`L7 it04k,.i.';_x(f.Uli?lgiY, I ib6 fiti.a,#'[P}i,Avf-@>aE%1'bra Nr;k+rsswmtiN!'eaiMaw®pt_:Bswg bnnylTCk, aaMtaq+q!Fwk!;!S+N+ns+e9triWxtat S!a,u>+a tsi axN!e to tP: +a?.. aRa romu ixas apu.uf'M a.!"d+xw.NV t s: Brag ERia l m;Ni..ra +r.m «.q'.+o?a eaeaa..swie A!a pie swe!pw M wa!f (r arh waer,uµex (rMrr nr'cv s.e1M l: ktty W br6i.3 "kg'r' rma iS. 4 LhOnyT T mbo i1:P:. rrgM 4 wmrt ar nw+asBtx ar ae c..a' mM rtsnau k x.r7rw'a,u Arumak sr k.' aNcen Ird e.!ry r:lt rM ix wrwiaae 'A rrt6d..0 Rrt «Mwb r .rtNru Maat swwar wseand .: 5Dfl83 wrr azor w rm: Crn uaw:mtbsetsr,ntiasaa .! xa:eaar .«....: sa.. rya ;r¢wksdw a6;itC ve raeaed trcrra! • f* ka. 6r;w, :rsaw,sa#..sr vrsx».,iins e. p a n>!weswa,,«„- .445J St Lu ce 611d. ata-fvlfwewrtMr..rf'eei w.a.<aMl isdTam e+kw.4kl+.s!ora+;-+u,.nr.few+nf5rq.a:«Im!S+tws Erpree xa. wuef. c+:rxra. ro.s..:nert t.in E, - Fa• Pferce, FL 3491.6 1ajy1bb1070I8k l.PimEGn.eakn!tis pLTsC>iil; F.E. kry¢decwa s4ibis daemea!,!a ds'Y is ,sp!CAib{d,.16ou!!be isiBi Ct<aissiunfromkltuoR sans di!bw 1. iamb L'I,GE: FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 7724109-1010 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 OF SPF HF 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 20 30 24' 1706 2559 1561 2342 1320 1980 1352 2028 26 39 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 1 48" 3657 5485 3346 5019 2829i 4243i 2898i 4347I 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 END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C 10d NAILS NEAR SIDE 10d NAILS FAR SIDE TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE). DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE ENO DISTANCE, EDGE ISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. FEBRUARY 17, 2017 1 SCAB APPLIED OVERHANGS I STDTL16 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TRUSS CRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 1.15 SPACING: 24' O.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL ENO BEARING CONDITION 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 048' DIA. X 3') SPACED 6' O.C. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 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 409 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 A F1_ORIDA CORPORATION Important (Votes / 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. 1 2) Trusses are designed to carry ONLY the specified loads on the engineered drawings. Point loads for materials, erection personnel, equipment, whether temporary or permanent, are not allowed unless specified on sealed engineered drawings. Any questions or comments feel free to contact A-1 Roof Trusses at 772-409-1010. 4451 St. Lucie Blvd., Fort Pierce, FL 34946 772-409-1010Office 772-409-1015 Fax www.A1truss.com S P STRUCTURAL C ONNPCTORS' A Mftk' Company Hangers Allowable Load (Ibs) DF-L/SP LSL LVL PSL SPF 1-JOIST 160% USP Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T1 JUS24 1881, 655 750 820 510 4) - lOd (Header) FL821.39, 2) - 10d (Joist) 11- 0510.01, RR 25779 LU524 670 765 825 490 4) - 10d (Header) 2) -10d (Joist) T2 JUS26 1881, 850 975 1060 1115 4) - lOd (Header) FL821.42, 2) - 10d (Joist) 11- 0510.01, RR 25779 LU526 865 990 1070 1165 4) - 10d (Header) 2) -10d (Joist) T3 MSH422 1831, 2025 2025 2025 22) - 10d (Face - Face Max Nailing) FL822.36, 6) - 10d (Face - Top Max Nailing) 08- 6) - 10d (Joist - Face Max Nailing) 0303.06, 6) - 10d (Joist - Top Max Nailing) RR 25836 4) - 10d (Top - Top Max Nailing) 13116-R THA422 2245 2245 2245 6) -16d (Carried Member- Face Mount) 6) -10d (Carried Member - Top Flange) 22) -16d (Face - Face Mount) 2) - 16d (Face - Top Flange) 4) -16d (Top - Top Flange) THA1422 1835 1835 1835 2) -10d x 1-112 or 2 -10d x 1-112 (Carried Member) 20) - 10d or (2) -10d (Face) 4) -10d (Top) T4 THD26 1781, 2485 2855 3060 2170 18) - 16d (Face) FL13285.35, 12) - 10d x 1-1/2 (Joist) 06- 0921.05, RR 25843 HTU26 2940 3340 3600 1555 11) -10d x 1-112 (Carried Member) ' 20) - 10d x 1-112 (Carried Member - Max Nailing) 20) - 16d x 1-112 (Carrying Member) 20) -16d x 1-112 (Carrying Member - Max Nailing) U SP T'RU C;TURAL NNF('T0IR';' A Wak' CornpaoyR Allowable Load (Ibs) DF-L / SP LSL LVL PSL SPF I -JOIST 1600LISP 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) -15d (Face) 6) -16d (Joist) HTU26-2 2940 3340 3600 2175 20) -10d (Carried Member- Max Nailing) 10) -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)- 16d (Carrying Member - Max Nailing) T7 THD28-2 1781, 3950 4540 4935 2595 28) - 16d (Face) FL13285.35, 16) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS28-2 4210 4770 5140 2000 22) -16d (Face) - 8) - 16d (Joist) HTU28-2 3820 4340 4680 3485 25) -10d (Carried Member- Max Nailing) 26) -16d (Carrying Member - Max Nailing) T8 THD46 1781, 2540 2920 3175 2285 18) - 16d (Face) FL13285.35, 12) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS46 1790 3160 3410 1550 14) -16d (Face) 6) - I6d (Joist) s STRUCTURAL C"ON%1 PCTOR Sz A Mfrak' Carnpany 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 T9 THD48 1781, 3950 4540 4935 2595 28) - 16d (Face) FL13285.35, 16) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS48 4210 4770 5140 2000 22) - 16d (Face) 8) -16d (Joist) T10 THDH26-2 1881, 3915 4505 4795 2235 20) - 16d (Face) FL821.75, 8) - 10d (Joist) 06- 0921.05, RR 25779 13116-R HGUS26-2 4355 4875 5230 2155 20) -16d (Face) 8) - 16d (Joist) T11 THDH26-3 1881, 3915 4505 4795 2235 20) - 16d (Face) FL821.75, 8) - 10d (Joist) 06- 0921.05, RR 25779 HGUS26-3 4355 4875 5230 2155 20) -16d (Face) 8) -15d (Joist) T12 THDH28-2 1881, 6535 7515 8025 2665 36) - 16d (Face) FL821.77, 10) - 16d (Joist) RR 25779 13116-R HGUS28-2 7450 7460 7460 3235 36)-16d (Face) 12) -16d (Joist) T13 THDH28-3 1881, 6770 7785 8025 2665 36) - 16d (Face) FL821.75, 10) - 16d (Joist) 06- 0921.05, RR 25779 HGUS28-3 7460 7460 7460 3235 36) -16d (Face) 12) -16d (Joist) USP q;h., PO STRUCTURAL CONNECTORS* A MiTek* 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) - IOd (Joist) 4).-1Od (Header) 4) - 10d (Header) T2 JUS26 LUS26 4) - 10d (Joist) 4) - lad (Joist) 22) - 10d (Face - Face Max Nailing) 6) -16d (Carried Member - Face Mount) 6) - 10d (Face -Top Max Nailing) 6) -16d (Carried Member - Top Flange) T3 MSH422 6) - lod (Joist - Face Max Nailing) THA422 22) -16d (Face - Face Mount) 6) - 10d (Joist - Top Max Nailing) 2) -16d (Face - Top Flange) 4) - 10d (Top - Top Max Nailing) 4) -16d (Top - Top Flange) 11) -10d x 1-112 (Carried Member) 18) - 16d (Face) 12) - 10d x 1-1/2 (Joist) 20) - lad 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) - 16dx 1-112 (Carrying Member- Max Nailing) 28) - 16d (Face) 22) -16d (Face) T7 THD28-2 HHUS28-2 16) - 10d (Joist) 8) -16d (Joist) 18) - 16d (Face) 14) -16d (Face) T8 THD46 HHUS46 12) - 10d (Joist) 6) -16d (Joist) 28) - 16d (Face) 22) -16d (Face) T9 THD48 HHUS48 16) - 10d (Joist) 8) - 16d (Joist) 20) - 16d (Face) 20) -16d (Face) T10 THDH26-2 HGUS26-2 8) - 16d (Joist) 8) -16d (Joist) 20) - 16d (Face) 20) -16d (Face) T11 THDH26-3 HGUS26-3 8) -16d (Joist) 8) -16d (Joist) 36) - 16d (Face) 36) -16d (Face) T12 THDH28-2 HGUS28-2 10) - 16d (Joist) 12) - 16d (Joist) 36) - 16d (Face) 36) -16d (Face) T13 THDH28-3 HGUS28-3 10) - 16d (Joist) 12) - 16d (Joist) USP STRUCTURALhq, CONNECTORS* PO 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 pictures by themselves are in most cases not very helpful. 1. Do not attempt to repair truss until contacting truss manufacturer for recommended repair. 2. If there are any special circumstances (sheeted, ductwork or similar obstructions, etc.) please make sure you note it on the drawing or email request. 3. We cannot provide sealed drawings for "field built" trusses. 4. See example markup details below. BREAKS: Use a line to denote the MISSING I DAMAGED PLATE: exact location of the'6reak Circle Missing or Damaged Plate 2 3 4 _ 6 7 8 9 '"^*„ „a-0-,,11 12 13 f Tj i i 0-0.00AM POPP e Y® Y®Y® 1141 Rh, Y YSY Y vateY® jJIlhIAr w` 1 ALTERNATE I REVISED BEARING LOCATION: 1 7 Draw in new location of bearing, and promcle dimension of it's locationi TRUSS MODIFICATION: ? If truss is too long % short, provide detailed E sketch and provide dimensions as needed_ r cjl L Q3 MU G 7 13 IV zi zi r - 2' 0" 2. o. 2-1- 2 0" 2" 1 10" 2: 0' 2'0' TO-2 20" 2'0" 2' 0" 2! 0' TO' 1 2' 0" V 0. 7- 1: 109C 1 3' 0 1/4- 11" J, 1I, I /4- F FLDS................ 2 0' 2 2' 0" 1, FL05 W, FG1 I LUJ GOIG 1111tyl L Knee Wall 194' y Bldr ITO" ........... AV 0' 11 Notify truss manufacturer if material is other than shingle. Gravity (- 5,000#) / Uplift (I - 1,000ft Horizontal (> 3504f) Q1 C)l Q3 C13 05 A01 CJ5 A02l" A031 A04[ j A06[".. A05[', A041, ALI Q5 1. CJ3 CJ3 FRI Loot Co8'-' 8" A.F.F. 16'- 8" A.F.F. 18'- 17/ 8" A.F.F. UNLESS NOTED OTHERWISE) NOTE: ALL CEILING DROPS BELOW BEAM ARE i BY BUILDER (UNLESS NOTED OTHERWISE) NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS I.D. AND TRUSS LOCATION OK-W. THE BUILDING DESIGNER IS REPSONSIBLE FOR THE STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS. FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 AND/OR ENGINEER OF RECORD rr < REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12 STRAP ( BY OTHERS) UNLESS NOTED OTHERWISE EXCLUDES VALLEY AND PIGGYBACK TRUSSES) JUS24 TH D 4 6 JUS26 MSH422 THD26 - 2 Fj THD28-2 DG' JUS46 Oil I AIDING ROOF FLOOR WIND LOAD 0 40 ASCE 7-10 of c=i DEAD LOAD 1O 10 150 .1H EX LIVE LOAD 10* 0 CATEGORY 11 ti 00DEAD LOAD 10 5 ENCLOSED TOTAL LOAD 40 5 5 FBC - 2017 DURATION FACTOR 1,2511.001 TPI - 2014 REV DATE DATE1BY1-- REMARKS I- ItIfffl. 9 CODE UPDATE It is understood that above APPROVED conditionshavebeenreviewedF] 8 are acceptable For the L] APPROVED AS NOTED fabricationattrusses, elevations, pitches. overhangs, 0 REVISE AND RESUBMIT fascias,ceiling elevations/ pitches , bearing L) REJECTED conditions & all detail pertaining to this truss placement plan. No back charges will be accepted without previous written OAT approval from an A-1 Roof PLANDATE1 ARCH: 02/26/15 1 STRUCT-- 02/26/15 1 I FLOOR 1 1353, 1 400, CUSTOMER I RYAN HOMES JOB NAME I SANTA ROSA "C" 6k4,GE1EFN OPTION( S) I LANAI] MORNINGROOM COMMINITY I LOT # BLDG TYPE JOB # MASTER I WRSRCLM DRAWN SCALE DATE 03/03/2015 IT N.T.S. A- 1 ROOF TRUSSES A FLORIDA CORPORATION Ph 772-409-1010 / Fax 772-409-1015 RECWJ) COPY CityCi of Sanford Building and Fire Prevention Product Approval Specification Form Permit # # 1 8- 6 8 6 Project Location Address 36 1 SANFORD 0FpARI 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 15000.2/15000.4 Sliding Ply Gem 4780 SG 14634.2 - R1 Sectional Wayne Dalton 9100 - #0600 / #0607 9174.11 8174.20 - R11 Roll Up Automatic Other 2. Windows Single Hung Ply Gem 4712 4812 14039.1 14039.2 - R2 Horizontal Slider Casement Double Hung Fixed PIV Gem 4701FL 705 14253 - R3 Awning Pass Through Projected Mullions Ply Gem 4700 15264 - R1 Wind Breaker Dual Action Other June 2014 Category/Subcategory Manufacturer Product Description Florida Approval # including decimal 3. Panel Walls Siding Soffits Aluminum Coils Inc. Aluminum SoffitI 12194 - R5 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed Corp. Certain -Feed Asphalt Roofing Shingles 5444 - R11 Underlayments InterWrap Inc. Rhino Roof Underlayment 151216 - R2 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium Metals Inc. MMI-213 Off Ridge Vent 16568.2 - R1 Other June 2014 Category/Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Lott's Concrete Products Lintel 17867 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Vicky Otero Please Print) June 2014 SPEC Construction Products 1. Product Name Grace Vycor® Plus Self -Adhered Flashing 2. Manufacturer Grace Construction Products 62 Whittemore Avenue Cambridge, MA 02140 866) 333-3SBM (3726) Fax: (410) 431-7281 www,graceconstrucflon.com www.graceathome.com 3. Product Description BASIC USE Grace Vyoor® Plus Self -Adhered Hashing is a self-sealing, fully adhered, composite flexible flashing designed to protect critical non -roof details from air, water and moisture infiltration. It provides an excellent positive seal around the outside and inside of doors and windows and can be used to seal joints, seams, holes and other undesirable openings in wall systems, COMPOSITION & MATERIALS Grace Vycor Plus Self -Adhered Hashing is a 25 mil (0.64 mm), cold applied, self -adhering - membrane consisting of a 3 mi (107 mm) high density, cross -laminated polyethylene film coated on one side with a 22 mil (0,56 mm) layer of rubberized asphalt adhesive. For ease of application, the rolls are interwound with a disposable silicone coated release sheet. The flashing is a dark gray -black, Grace Vycor Plus Self -Adhered Hashing is now available with 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 dean and dry. However, oh concrete, masonry and DensGlass Golds apply Perm -A -Barrier® WB Primer. If adhesion is found to be marginal, also prime wood composition and gypsum sheathing with Perm -A -Barrier WB Primer. The coverage rate for Perrn-A-Barrier.WB Primer is 250 - 350 ft2/gal 6 - 8 m2/L). SIZES Grace Vycor Plus Self -Adhered Flashing is available in 75 (229 m) rolls in widths of 4", 611 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. LIMITA710NS Grace Vycor Plus Self -Adhered flashing must not be applied in areas where it will be per- manently exposed to sunlight, and must be covered within a reasonable amount of time not to exceed 30 days, Grace Vycor Plus should not be used in hot desert areas in the southwestern United States. The following sealants are chemically com- patible with the adhesive side of Grace Vycor Plus Self -Adhered Flashing if the specific formu- lation does not contain hydrocarbon solvents: silicone, acrylic, butyl, 1-part polyurethane and 2-part polyurethane. This flashing is incompati- ble with creosote; joint sealants containing polysulfide polymer or hydrocarbon solvents; products manufactured from EPDM and flexi- ble PVC, and certain caulks. For more informa- tion, refer to Technical Letter 1, "Chemical Compatibility with Other Building Materials and Sealants." Grace Vycor Plus Self -Adhered flashing 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 APPUCABLE STANDARDS ASTM International ASTM C836 Standard Specification for High Solids Content Cold Liquid -Applied Hastomeric Waterproofing Membrane for Use with Separate Wearing Course ASTM D412 Standard Test' Methods for Vulcanized Rubber and Thermoplastic Rubbers and Thermoplastic aastomers-Tension ASTM D570 Standard Test Method for Water Absorption of Plastics ASTM D903 Standard Test Method for Peel or Stripping Strength of Adhesive Bonds ASTM D1876 Standard Test Method for Peel Resistance of Adhesives R Peel Test) ASTM D1970 Standard Specification for Self - Adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roofing Underlayment for Ice Dam Protection r ASTM D3767 Standard Practice for Rubber - Measurement of Dimensions FLEXIBLE FLASHING 07650 Grace Construction Products PHYSICAL/CHEMICAL PROPERTIES See Table 1. 5. Installation STORAGE Protect materials from rain and physical dam- age. Pallets of Grace Vycor Plus Self -Adhered Flashing should not be double stacked on the jobsite. Provide cover on top and all sides, allow- ing for adequate ventilation. Store this product in its original, unopened packaging at ambient temperatures between 40 - 90 degrees F (5 - 32 degrees C), under dry conditions and away from exposure to direct sunlight. Store all prod- ucts in a dry area away from high heat, flames or sparks. Store only as much material at point of use as is required for each day's work. ENVIRONMENTAL CONDITIONS Grace Vycor Plus Self -Adhered flashing can- not .be applied to moist or damp surfaces. After precipitation, allow a minimum of 24 hours for drying before installing the flashing, Grace Vyoor Plus Self -Adhered Hashing can be applied at air and surface temperature of 25 degrees F (4 degrees C) and above. APPLICATION METHODS Surface Preparation Substrate must be smooth, clean, dry and free of voids, spoiled areas, loose substrate, loose nails, other sharp protrusions or other matter that will hinder the adhesion or regularity of the flashing installation. Clean loose dust or dirt from the surface wherever Grace Vycor Plus Self -Adhered Hashing is to be applied by wip- ing with a clean dry dot or brush. If the flash- ing does not adhere properly to the substrate, apply Perm -A Barrier WB Primer at a coverage rate of 250 - 350 ft2/gal (6 - 8 m2/L). Allow primer to dry completely, approxi- mately 1 hour depending on weather condi- tions, before application of flashing. Excess primer will not improve the adhesion of the flashing. The primer is considered dry when the substrate returns to its original color, mini- mum 1 hour. If primed areas are not covered that day, reprime area if there is significant dust or dirt contamination. Flashing Application Install the membrane following the shingle principle: Apply the top membrane layer over the bottom layer so that the system sheds water, For ease of installation,, Grace Vycor Plus Self -Adhered Hashing has measure mark- ings at 6" and 12" 052 and 305 mm) intervals. Cut Vycor Plus into appropriate lengths. SPEc.DATAe and MANMPECe ore registered tmdemaBa of Reed &evier Inc. The ten part99,DATA format confomts to the edtorial style Reed Construction MeThe ConshucHon Spardmtiom Institute and Is used with The" pemmsion The manutach"er is respon"bla for teclAcd occ=cv. MIS Reed construction Data. AR fthts Reserved Data. Use RIPCORD to split the release paper and adhere half of the membrane, if necessary, Peel release paper from roll to expose rub- berized asphalt and position flashing to cen- ter over joint location before applying, Move along opening or joint, being careful to put flashing as evenly as possible over the open- ing and avoiding fishmouths along the edges. Roll flashing firmly into place to ensure contin- uous and intimate contact with the substrate. If wrinkles develop, carefully cut out affect- ed area and replace in the similar procedure outlined above, The repair piece also must be pressed into place as soon as possible to ensure continuous and intimate contact with the substrate, Grace Vycor Plus Self -Adhered Hashing must be continuously supported by the sub- strate and must not span or bridgb joints, gaps or voids in excess of 114" (6A mm). End laps that occur in subsequent lengths must maintain a minimum overlap of 3" (75 mm), PROTECTION Grace Vycor Plus Self -Adhered Hashing must be protected from damage from other trades or construction materials, SAFEM STORAGE & HANDLING Grace Vycor Plus Self -Adhered Hashing prod- ucts must be handled properly, The best infor- mafion on safe handling, storage, personal protection, health and environmental consid- erations has been gathered. Material Safety Data Sheets (MSDS) are available from the manufacturer upon request. All users must acquaint themselves with this information. Carefully read detailed precaution statements on product labels and MSDS before use, 6. Availability & Cost AVAILABILITY A nationwide network of distributors carries Grace Vycor Plus Self -Adhered Hashing prod- ucts, Contact a Grace Construction Products representative for ordering and delivery Information, COST Grace Vycor Plus Self -Adhered Hashing is competitively priced. For specific information, contact a Grace Construction Products repre- sentative, FLEXIBLE FLASHING 07650 Grace Construction Products TABLE 1 TYPICAL PHYSICAL PROPEUBS OF GRACE WCOR PLUS SELF -ADHERED FLASHING Prooettv & test Typical value Color Thickness, ASTM D3767, Method A Gray -Black 25 mil (0b4 mm) Low temperature flexibility, ASTM D1970 Unaffected at -45°F (43aC) Elongation, ultimate failure of rubberized asphalt, per ASTM D412 200% minimum Cracked cycling 100 cycles per ASTM C836 Unaffected at -251F (321C) Lap adhesion at minimum application temperature, 60 plf (875 N/m) width ASTM D1876 Modified Adhesion to concrete at minimum application temperature, 60 plf (875 N/m) width ASTM D903 7. Warranty Grace Vycor Plus Self -Adhered Flashing is war- ranted at the time of shipment to meet Grace's published specifications. 8. Maintenance Grace Vycor Plus Self -Adhered Hashing, when installed in accordance with manufacturer's recommendations, will not require maintenance, 9. Technical Services Full-time, technically trained Grace Construction Products representatives and technical person- nel, backed by research and development staff, provide support. 10. Filing Systems First SourcEP Additional product information is available from the manufacturer, W. R Grace & Ca -Conn. hopes the information here wSl be helpful.4 is based upon data and knowledge considered to be true and accu- rate and Is offered for the users' consideration, investigation and ver- ification but we do not warrant the results to be obtained. Flease read all statements, recommendations and suggestions In conjunc- tion with omr conditions of sale which apply to all goods supplied by us No statement, recommendation or suggestion is intended for any use which woWd infringe any patent or copyright. W. R Once & Co, Conn, 62 Whittemore Avenue, Cambridge, MA 02140. In Canada, Grace Canada Inc, 294 cements Road West. Ajax, Ontario, Cando LIS 3C& Bituthene, Pem-ArBanier and Vycor are registered trademarks and RPOORD is a trademark of W. R Grace & Co, -Conn . Densgass Gold is a registered trademark of Georgia-Pacffic Corporation. Copyright 2004 W. R. Grace & Co. -Conn, TP-09BE . Prinied in the USA 8/04 AFS/U/3M SPEGANU DATAeandM-SPEC° are registered trademarlo of Reed Smiet Inc The ten part SPEGDATA fo"naf confamts to the edrtodol style 1 Reed Construction of The Coaslruclion Spedricolions tnshVe and Is reed vnlh their permission, The momfoclurer o resporeM for fedvkol om racy. 02M5 Reed Consfnrchon Data AS tights Reserved Data. lashing Application Instructions for Windows WINDOW INSTALLATION METHOD A: BEFORE WEATHER -RESISTIVE BARRIER Based on the climatic conditions and the exposure of the window, there are a number of different flashing options. The method below is only one of the recommended options (see Detail VCRDET-102) which meets AAMA criteria. Refer to the subsequent details (VCRDEf 100 to 106) for additional flashing options located on pages 27-33. I 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. 13 Step Three: Rewind the pre-cut flashing. Position inside rough opening on the vertical jamb 9 inches up on each side. Apply to win- dowsill, removing half the release paper and exposing the adhesive. Roll firmly into position. Make vertical relief cuts starting from corner of win- dow sill upward. Roll firmly into place as necessary. Note: Do not remove the release paper on the bottom half of the flashing until future tie-in with the weather -resistive barrier. Split the release paper Install window as per manufacturer's recommendation. in half allowing for easy if sealant is used, ensure all excess sealant is removed from installation. nailing flange and surrounding area to provide a smooth con- tinuous substrate. (ASTM does not require a sealant on top of window flange when using self -adhered flashing.) El 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. Flashing Application Instructions for. Windows WINDOW INSTALLATION METHOD B: AFTER WEATHER -RESISTIVE BARRIER In this option (see Detail VCBDET--100j the weather -resistive barrier has already been installed before the window and flashing. 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. 14] 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 window sill upward. Roll firmly into place as necessary. Note: Do not extend sill flashing beyond outside edges of jamb flashings. install window as per manufacturer's recommendation. If sealant is used, ensure all excess sealant is removed from nailing flange and surrounding area to provide a smooth continuous substrate. is Step Five: Applythe pre-cutflashing onto the nailing flange after window has been installed. Position jamb flashing above the head flange. Note: Do not remove the release paper on the other half of the flashing if future tie-in with top of vinyl sid- ing is required by others see Detail VCRDET-107). Unroll flashing by removing the release paper exposing the adhesive. Roll firmly into place as necessary. Repeat on other side. E16 .' lashing Applit.ation Instructions for Windows WINDOW INSTALLATION: METHOD 0 AFTER WEATHER -RESISTIVE BARRIER (continued) Step Six: Install pre-cutflashing over the window head flange by removing release paper, exposing the adhe- sive. Roll firmly into place. Mechanically fasten head flashing attop outermost corners, as necessary. Step Seven: 17 Remove temporary secure- ment of weather -resistive barrier above header. Fold over head flashing. Seal with weather -resistive barrier seam tape. Install siding and flashing below window as per siding manufacturer's or Vinyl Siding Institute recommendations. 18 Step Eight: Flashing should be long enough to direct water over the nailing flange of the last course of siding see Detail VCRDET-107). Trim excess flashing that hangs below the nailing flange. Discard in appropriate manner. Note: These same steps can be used for other accessory openings i.e. under doors, electrical outlets). FIdshitig Appliiation Instructions for Doors DOOR INSTALLATION Like flashing windows, Grace Vycor Plus is also the product of choice for flashing around doors. I' Step One: Using the measurement markings, pre-cut a 12 inch piece of Grace Vycor Plus. Install onto ledger board. 3 Step Two: Install the weather - resistive barrier as per manufacturer's recom- mendation. Cutoutthe weather -resistive barrier from rough door opening. Remove also from inside bottom of sill. Step Three: Install corner patch under- neath the weather -resistive barrier as per Detail VCRDET-201. Repeat on other side. Note: Bowtie corner patch option is shown in photo. For door installation detail refer to page 35 (VCRDET 200). For deck installation detail refer to page 37 (Detail VCRDET- 300). For complete deck installation guidelines consult the deck section of this book. El Flanged Window VCRDET--too Flashing Installation Auer Weather -Resistive Barrier MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE VYCOe PLUS — wEF,nieR- RF315fIVE TAPE ASSFJ.8I.ED VANDW/) Y 3 i. DO NOT FLASH OVER BOTTOM NAILING FLANGE Flanged Window VCRDE--101 Option 1- Low Exposure NAILING FLANGE MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE VYCORO PLUS---1 C GRACE iVYCOR@PLUS I I ; 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 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 GRACE VYCOR® PLUS of window sill plate 4. Install Grace Vycor Plus in order shown by numbers 5. Install Grace Vycor Plus and weather - resistive barrier to form water -shedding laps 6. Detail also relevant for Grace VycorV40 Notes: EXTERIOR SHEATHING 1. For the most current details, installation video and product information, see our web site at www.graceconstructl on -corn 2. RIPCORD® (Split Release on Demand) can be SILL PLATE removed from Grace Vycor Plus for ease of SEE VCRDET-106 installation FOR OPTIONS) C 3. Install Grace Vycor Plus in order as shown by numbers 4. If applicable, leave release paper on lower GRACE® half of sill flashing until future tie-in VYCOR PLUS 5, Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 6. Detail also relevant for Grace Vycor V40 r a. A M W11 — Flanged Window VCRDEr--102 Option 2 - AAMA Recommendation NAILING FLANGE MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE VYCOR® PLUS—, GRACE VYCOR DO NOT FLASH OVER — BOTTOM NAILING FLANGE II I1. II I Notes: EXTERIOR SHEATHING 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 O 3. Install Grace Vycor Plus in order shown by numbers 4. If applicable, leave release paper on lower GRACE half of sill flashing until future tie-in VYCOR® PLUS 5. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 6. Detail also relevant for Grace Vycor V40 Flanged Window VCRDET-103 - Option 3 - Severe Exposure Notes: MECHANICALLY FASTEN AS -mod NECESSARY IN CORNERS THROUGH GRACE _ VYCOR PLUS 1 i GRACE i„ f VYCOR® PLUS_j. I1M, II. 1 DO NOT FLASH OVER J BOTTOM NAILING FLANGE EXTERIOR SHEATHING i SILL PLATE SEE VCRDET-106 2 FOR OPTIONS) Or . r J GRACE VYCORO PLUS 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORDO (Split Release on Demand) can be removed from Grace Vycor _Plus for ease of installation 3. Install Grace Vycor Plus in order shown by numbers 4. If applicable, leave release paper on lower half of sill flashing until future tie-in 5. Install Grace Vycor Plus and weather -resis- tive barrier to form water -shedding laps 6. Detail also relevant for Grace Vycor V40 DO BOl Half Round Window VCRDET-1o4 Option 1 - Low to Moderate Exposure EXTERIOR SHEATHING REFERTO TECHNICAL LETTERn1 ON CHEMICAL COMPAnBILITY WITH NAILING FLANGE Half Round WindowV.CRDET--105 Option 2 - Severe Exposure REFER TO TECHNICAL — LETTER # 1 ON CHEMICAL COMPATIBILITY WITH NAILING FLANGE DO NOT FLASH OVER BOTTOM NAILING FLANGE EXTERIOR SHEATHING— SILL PLATE SEE VCRDET-106 FOR OPTIONS) Z GRACE VYCORO PLUS CORNER PATCH SEE VCRDET-504 FOR OPTIONS) SILLPLATE SEE VCRDET- 106 FOR OPTIONS) R GRACE) VYCOR® PLUS Notes: 1. For the most current details,_ installation video and product information, see our web site at www.g ra ceconstructi 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 form 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 Options VCRDET-106 OPTION - A GRACE VYCORO PLUS WOODEN SIDING SILL PLATE NOTE #2 -J WALL SHEATHING OPTION - B Notes: 1. For the most current details, installation CORNER PATCH OR video and product information, see our COMPATIBLE SEALANT web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can WOODEN be removed from Grace Vycor Plus forFURRING STRIP ease of installation 3. Remove weather resistive barrier from SILL PLATE top of window sill plate 4. Install sill flashing as shown at left SEE NOTE 2 ?': WALL SHEATHING lie -in with Vinyl Siding at Window Sill VCRDET--107 VINYL 5. Install Grace Vycor Plus around remaining window unit per Grace Window Details VCRDET-100 to 105) 6. 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 S. 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 and weather -resistive barrier to form RD® water -shedding laps RELEASE ON DEMAND") 4. Remove weather -resistive barrier from top of window sill plate SILL PLATE 5. Leave release paper on lower half of Grace Vycor Plus Sill SEE VCRDET-106 Flashing until future tie-in FOR OPTIONS) 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 LIV 7. Install Grace Vycor Plus around remaining window unit per Grace Window Details (VCRDET-100 to 105) VEATHER 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-500 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.graceconstruction.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 l5 Notes: 1. For the most current details, installation Video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus and weather -resis- tive barrier to form water -shedding laps 4. Extend Grace Vycor Plus beyond joint between siding and corner post/boards - 5. Install Grace Vycor Plus on outside corner for the height of the wall 6. Detail also relevant for Grace Vycor V40 Inside Corner VCRDEr--502 RUBB ASPH wall -to -Wall Inside Corner VCRDET-503 VINYL SIDING VYCOR' SIDING RUBBERIZED ASPHALT ADHESIVE al=. tT BEFORE FOLDING. SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) Y FASTEN AS NECESSARY IN OUGH GRACE UNDERLAYMENT WOOD SIDING Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Use a square piece of membrane (3 inches x 3 inches minimum) for inside corner 4. Use RIPCORD (Split Release on Demand) for ease of installation and to minimize scoring release paper 5. Fold as shown by arrows 6. Angle of corner may vary, adjust folding of the membrane accordingly to fit tightly to corner 7. Install Grace Vycor Plus and weatfier-resistive bar- 6erto form water -shedding laps 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 and weather - resistive barrier to form water -shedding laps 4. Extend Grace Vycor Plus beyond joint between siding and corner post/boards 5. Install Grace Vycor Plus on inside comer for the height of the wall 6. Detail also relevant for Grace Vycor V40 Corner Detailing Patch Options WRDEr--SM Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD" (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Remove release paper at time of installation of corner patch 4. Nominal patch size is 3 inches x 3 inches 5. Detail also relevant for Grace Vycor V40 Option -A PATCH -A Option-B PATCH-B Option-C PATCn-v RELIEF CUT fn I -1 .- INSTALLED AT CORNER rl-% 1 ld 1-0 INSTALLED AT CORNER PATCH-C INSTALLED AT CORNER Foundation Sill Plate VCRDEr--505 Option I WEATHER -RESISTIVE BARRIER (OPTIONAL) EXTERIOR - SHEATHING GRACE VYCORO PL Foundation Sill Plate VCRDET--5m Option 2 WEATHER -RESISTIVE nBARRIER (OPTIONAL) EXTERIOR - SHEATHING Votes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD° (Split Release on Demand) can STUD WALL be removed from Grace Vycor° Plus for ease of installation SILL SEAL 3. Install Grace Vycor Plus in order shown by GRACE VYCORS numbers PLUS FOUNDATION 4. Install Grace Vycor Plus and weather-resis- WALL 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: 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 STUD WALL removed from Grace Vycor Plus for ease of installation SILL SEAL 3. Install Grace Vycor Plus in order shown by GRACE VYCORS numbers PLUS 4. Install Grace Vycor Plus and weather -resistive FOUNDATION barrier to form water -shedding lapsWALL 5. If priming is necessary, use Perm -A -Barrier WB Primer to promote adhesion to concrete 6. Detail also relevant for Grace Vycor V40 Georgia-Pacific DensArmor Pluso Interior Panels Manufacturer Georgia-Pacific Gypsum Georgia-Pacific Canada 133 Peachtree Street 2180 Meadowvale Boulevard, Suite 200 Atlanta, GA 30303 Mississauga, ON L5N 5S3 Technical Service Hotline: 1-800-225-6119 Description DensArmor Plus' Interior Panels are noncombustible (as defined and tested in accordance with ASTM El36 or CAN/ULC S114) interior panels that consist of a moisture -resistant gypsum core with coated fiberglass mats. The fiberglass mats provide superior protection from incidental moisture. DensArmor Plus Panels are highly resistant to the growth of mold, and have scored a 10, the highest level of performance for mold resistance under ASTM D3273 test method. The core of DensArmor Plus panels is reinforced with fiberglass, increasing the product's strength. The treated core and the coated facings made with fiberglass offer greater moisture resistance and improved dimensional stability than regular gypsum board. The product resists warping, rippling and buckling. They have a tapered edge to receive joint treatment. The field of the board can be finished in the same manner as regular gypsum board. DensArmor Plus Interior Panels are GREENGUARD and GREENGUARD Gold Certified for low emissions of volatile organic compounds (VOCs) by a leading third -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 wit -screws or nails to wood and metal framing or existing surfaces. They may be used as a covering material for flat or curved structures. DensArmor Plus Panels are manufactured with fiberglass mat surfaces. They have a tapered edge to receive joint treatment. Use on interiors of exterior walls, where moisture intrusion is most likely. Use in pre -rock areas, where the windows, doors or roof have not been installed making moisture intrusion inevitable. DensArmor Plus Panels come with a limited warranty against delamination and deterioration for up to 12 months of exposure to normal weather conditions.* Use in wet areas behind tile, such as tub and shower areas, where ASTM C1396, Section 7 is allowed by code. For complete warranty details, visit www.gpgypsum.com. Submittal Job Name Approvals Contractor Date Technical Service Hotline 1,800,225.6119 or www.gpgypsum.com Limitations DensArmor Plus Interior Panels are a non-structural product and should not be used as a nailing base to support heavy wall -mounted objects. Intended for interior applications and soffits in protected areas, DensArmor Plus Panels must be kept dry during storage and handling. Do not use DensArmor Plus® Fireguard® (per ASTM C1658) Panels where there is prolonged exposure to temperatures exceeding 1257 (52'C), e.g. adjacent to wood burning stoves, heating appliances, saunas or steam rooms. Technical Data Flame spread and smoke developed rating of 0/0 when tested in accordance with ASTM E84 or CAN/ULC S102. Noncombustible as described and tested in accordance with ASTM El36 or CAN/ULC S114. 5/8" DensArmor Plus Fireguard panels are UL and ULC Classified Type DAP. 1/2" and 5/8" DensArmor Plus' Fireguard 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 corners. Material Safety Data Sheet (MSDS) is available at www.buildgp.com/safetyinfo or call 1-404-652-5119. Applicable Standards Manufactured to meet ASTM C1658, ASTM C1396 Section 7 and ASTM C1177. continued — 4, Georgia-Pacific Technical Service Hotline 1.800.225.6119 orensArtmorrPus . Interior Panels W W W. g p gyps a m. C U.m Sizes and Edges DensArmor Plus Thickness: 1/2" (12.7 mm); Width: 4' (1219 mm); Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered DensArmor Plus Fireguard C Thickness: 1/2" (12.7 mm): Width: 4' (1219 mm); Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered DensArmor Plus Fireguard Thickness: 5/8" (15.9 mm); Width: 4' (1219 mm); Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered DensArmor Plus Fireguard C Thickness: 5/8" (15.9 mm); Width: 4' (1219 mm); Lengths: 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) 1/2' (12.7 mm) 5/B" (15.9 mm) 5/8" 05.9 mm) 1/64" (0.4 mm) 1/64" (0.4 mm) 1/64" (0.4 mm) 1/64" (0.4 mm) Width, standard 4' 0219 mm) 4' 0219 mm) 4' 0219 mm) 4' (1219 mm) 3/32" (2.4 mm) 3/32" (2.4 mm) 3/32" (2.4 mm) 3/32" (2.4 mm) Length, standard' 8' (2438 mm) to 8' (2438 mm) to 8' (2438 mm) to 8' (2438 mm) to 12' (3658 mm) 12' (3658 mm) 12' (3658 mm) 12' (3658 mm) 1/4" (6.4 mm) 1/4" (6.4 mm) 1/4" (6.4 mm) 1/4" (6.4 mm) Weight', nominal, lbs./sq. ft., (Kg/ma) 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 • ml) 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 10-1 6.25 x 101 Coefficient of thermal expansion, inAn/°F (mm/mm/*C) 8.5 x 10-' (15.3 x 10-6) 8.5 x 10-' (15.3 x 101) B.5 x 10-' (15.3 x 101) 8.5 x 10' (15.3 x 10-1) Flexural strength, parallel, Ibf.'' (N) 280 (356) 2:80 (356) z100 (444) z100 (444) Flexural strength, perpendicular, Ibf.3-' (N) z100 (444) 2!:100 (444) 140 (622) 2140 (622) R Value', ft'- °F• hr/BTU (m2• K/W) 56 (0.099) 56 (0.099) 67 (0.118) 67 (0.118) Combustibility' Noncombustible Noncombustible Noncombustible Noncombustible Nail pull resistance, Ibf.3•' (N) zBO (356) 2:89 (356) z90 (400) 2!!90 (400) Hardness core, edges and ends, Ibf. (N) z15 (67) z15 (67) z15 (67) z15 (67) Water absorption (% of weight)3•' 5 5 5 5 Surface water absorption3•4 <1.6 grams <1.6 grams <1.6 grams <1.6 grams Surface burning characteristics per ASTM E84 or CAN/LLC S102): flame spread/smoke developed 0/0 0/0 0/0 0/0 Humidified deflection" S2/8" (6.4 mm) 52/8" (6.4 mm) 51/B" (3 mm) 51/8" (3 mm) Bendinq radius' 6' (1929 mm) 6' (1829 mm) 8' (2438 mm) 8' (2438 mm) Represents approximate weight for design and shipping purposes ' Double fasteners on ends as needed Tested in accordance with ASTM C518 ° As defined and tested in accordance with ASTM E136 or CAN/ULC S174. Tested in accordance with ASTM C473 ' Tested in accordance with ASTM E96 (dry cup method) Specified values perASTM C1658 and ASTM C1177 Georgia-Pacific Gypsum U.S.A. Georgia-Pacific Gypsum LLC Georgia-Pacific Gypsum If LLC Canada Georgia-Pacific Cahada LP SALES INFORMATION AND ORDER PLACEMENT USA West 1-809-824-7503 Midwest 1-800-876-4746 South Central: 1-800-231-6960 Southeast 1-800-327-2344 Northeast 1-809-947-4497 CANADA Canada Toll Free:1-800-387-6623 Quebec Toll Free:1-000-361-0486 TECHNICAL INFORMATION U.S.A. and Canada:1-800-225-6119, www.gpgypsum.com 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 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. 02014 Georgia-Pacific Gypsum LLC. All rights reserved 1/14. GNTM Lit. Item 415322411 GeorgiaVacific Densl'blass' Sheathing Manufacturer Georgia-Pacific Gypsum Georgia-Pacific Canada 133 Peachtree Street 2180 Meadowvale Boulevard, Suite 200 Atlanta, GA 30303 Mississauga, ON L5N 5S3 Technical Service Hotline: 1-800-225-6119 Description DensGlass® Sheathing is a gypsum panel made of a treated, water-resistant core, surfaced with fiberglass mats and a GOLD colored primer coating. Providing superb protection from the elements, DensGlass Sheathing is resistant to delamination and deterioration due to weather exposure —even during construction delays that last as long as twelve months after installation and are backed by a limited warranty against delamination and deterioration for up to 12 months of exposure to normal weather conditions! DensGlass Sheathing panels are also mold -resistant, and have scored a 10, the highest level of performance for mold resistance under ASTM D3273 test method. DensGlass Sheathing exhibits a dimensional stability that assures resistance to warping, rippling, buckling and sagging for a flat and even substrate and is noncombustible as defined and tested in accordance with ASTM El36 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 El36 or CAN/ULC S114. DensGlass Sheathing exceeds ASTM C1396 sheathing standards for humidified deflection by a factor of 10 in tests over the standard for regular gypsum sheathing. 5/8" (15.9 mm) DensGlass" Fireguard® Sheathing is UL and ULC classified Type DGG. DensGlass Sheathing is manufactured to meet ASTM C1177. Flame spread and smoke develop rating of 0/0 when tested in accordance with ASTM E84 or CAN/ULC S102. Handling and Use —CAUTION This product contains fiberglass facings whichmay cause skin irritation. Dust and fibers produced during the handling and installation of the product may cause skin, eye and respiratory tract irritation. Avoid breathing dust and mini- mize contact with skin and eyes. Wear long sleeve shirts, long pants and eye protection. Always maintain adequate ventilation. Use a dust mask or NIOSH/ MSHA approved respirator as appropriate in dusty or poorly ventilated areas. Material Safety Data Sheet (MSDS) is available at www.buildgp.com/safetyinfo or call 1-404-652-5119. Product Data Thicknesses: )/2"(12.7 mm); 5/8" (15.9 mm) is Type X (ASTM C1177) Width: 4' (1220 mm) standard, tolerance up to ± 1/8" (3.2 mm) Lengths: 8' (2438 mm), 9' (2743 mm) or 10' (3048 mm) standard Edges: Square continued--- Georgia-Pacific DensGlass° Sheathing i Physical Technical Service Hotline 1.809.225.6119 or www.gpgypsum.com Width, nominal 4' (1219 mm) ± 1/8" (3 mm) 4' (1219 mm) ± 1/8" (3 mm) Length, standard 8' (2440 mm), 9' (2743 mm), 8' (2440 mm), 9' (2743 mm), 10' (3048 mm), ± 1/4" (6 mm) 10' (304B mm), ± 1/4" (6 mm) Weight, nominal, lbs./sq. ft. (Kg/mz) 1.9(9) 2.5(12) Edges Square Square Bendino radius' 6' (1829 mm) 8' (2438 mm) Racking strength', lbs./ft. (dry) (N/m), Ultimate —not design value >540 (7878) >654 (9544) Flexural strengthl,4, parallel, Ibf. (N), 4' weak direction z80(356) 2:100 (445) Compressive strength min. 500 psi (3445 kPa) min. 500 psi (3445 kPa) Humidified deflection'•4 <2/8" (6 mm) <1/8" (3 mm) Permeance2, Perms (ng/Pa•s•m2) >23 (1300) >17 (970) R Value3, ft2-' F•hr/BTU (M2-K/W) .56 (0.099) .67 (0.118) Combustibilitv' Noncombustible Noncombustible Linear expansion with moisture change, in/in %RH (mm/mm %RH)' 6.25 x 10` 6.25 x 101 Surface burning characteristics per ASTM EB4 or CAN/ULC S102: flame spread/smoke developed 0/0 0/0 Coefficient of thermal expansion, 8.5 x 10-' 8.5 x 10 in/in/°F (mm/mm/°C) (15.3 x 1011 (15.3 x 1V)' Tested in accordance with ASTM C473 5 Double fasteners on ends as needed 2 Tested in accordance with ASTM E95 (dry cup method) 8 Tested in accordance with ASTM E72 3 Tested in accordance with ASTM C518 (heat flow meter) As defined and tested in accordance with ASTM E136 or CAN/ULC S114 4 Specified values perASTM C1177 8 As stated by Gypsum Association GA-235 8 Tested in accordance with ASTM E228-85 A4L. 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 1-809-976-4746 South Central: 1-800-231-6060 Southeast 1-800-327-2344 Northeast 1-800-947-4497 CANADA Canada Toll Free:1-800-387-6823 Quebec Toll Free:1-800-361-0486 TECHNICAL INFORMATION U.S.A. and Canada:1-800-225-6119, www.gpgypsum.com TRADEMARKS Unless otherwise noted, all trademarks are owned by or licensed to Georgia-Pacific Gypsum LLC. WARRANTIES, REMEDIES AND TERMS OF SALE For current warranty information for this product, please go to www.gpgypsum.com and select the product for warranty information. All sales of this product by Georgia-Pacific are subject to our Terms of Sale available at www.gpgypsum.com. UPDATES AND CURRENT INFORMATION The information in this document may change without notice. Visit 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. 2014 Georgia-Pacific Gypsum U.C. All rights reserved. 1/14. GNTM UL Item.53225o. Florida Building Code Online Page 1 of 1 iLii^'f'iklh Y +K[ a i rh . fix I t Y•: f"ORICiCD86hRI r-y'B-i`<c fr *.wv B sx yes Pfof sstanal Re u t an r ti w"!'w 7.3 4% 09FlfDItr9tR_, CCA6P.E( Raa'-"t' k'A?tirsaa—'ts-< Florida Cif-r<n,-xcwSxt:n Product Approval USER: Public User product Aooroval Menu > Product or Aoolication Search > Application List Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assuratce Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Refine Search FL# 14634 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL Search Results FL# Appucanons Tvoe Manufacturer Validated By Status FL14634-R2 Revision Ply Gem windows Locke Bowden Approved Category: Exterior Doors 334)300-1800 History Subcategory: Sliding Exterior Door Assemblies Commission if necessary. Approved by DBPR. Approvals by DBPR shall be reviewed and contact us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone" 850-487-1824 The State of Florida is an AA/EEO employer. Copyriaht 2007-2013 State of Florida :: Privacy Statement :: n ressibility 5tatement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email addressddss which can b please click hea de available to the public. To determine If you are a licensee under apter 55, Product Approval Accepts: FM off '• • P t'l'UCIlS'A1kTKICti" 11 /?Q /7nl7 Florida Building Code Online Page 1 of 2 FN BCIS Home Log In 1: User Registration Hot Topics Submit Surcharge 'I Stats & Facts Publications FBC Staff BCIS Site Map i Unks Search Product Approval USER: Public User Product Approval Menu > Product or Application Se rch > Application U2 > Application Detail DF;'•. Application Type Revision Version 2014 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 . Adam Blomberg ablomberg@plygemwindows.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 2 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Hermes F. Norero, P.E. the Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL14634 R2 COI COI PLY GEM SS 2015-02-19.odf standard AAMA/NWWDA 101/I.S.2 ASTM E 330 Year 1997 2002 0 Product Approval Method Method 1 Option D i JL1 11 /99/7017 Florida Building Code Online Page 2 of 2 Date Submitted 04/22/2015 Date Validated 04/30/2015 Date Pending FBC Approval OS/12/2015 Date Approved 06/23/2015 Date Revised 10/12/2017 Summary of Products FL # Model, Number or Name Description 14634.1 Builder Series 4780 Sliding Glass Door (XX) Limits of Use Approved for use in HVHZ: No Installation Instructions FL14634 R2 II PGW063 SS 2015-01-02.1)df 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 FL14634 R2 AE PER3054 SS 2015-01-02.DdfOther: Without sill riser Created by Independent Third Party: Yes 14634.2 Builder Series 4780 Sliding Glass Door (XX) Limits of Use Approved for use in HVHZ: No Installation Instructions FL14634 R2 II PGW063 SS 2015 01 02.Ddf 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 FL14634 R2 AE PER3054 SS 2015-01-02.DdfOther: With sill riser Created by Independent Third Party: Yes 14634.3 Builder Series 4780 Sliding Glass Door Limits of Use Approved for use in HVHZ: No Installation Instructions FL14634 R2 II PGW064 SS 2015-01-02.2df 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 Other: Non -reinforced. See installation detail for available Evaluation Reports FL14634 R2 AE PER3055 SS 2015-01-02.Ddf sizes and configurations. Created by Independent Third Party: Yes 14634.4 Builder Series 4780 Sliding Glass Door Limits of Use Installation Instructions FL14634 R2 II PGW065 SS 2015-01-02.DdfApprovedforuseinHVHZ: No 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 Other: Reinforced. See installation detail for available sizes Evaluation Reports FL14634 R2 AE PER3056 SS 2015-01-02.Ddf and configurations. Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road Tallahassee Fi. 32399 Phone: 850-487-1a24 The State of Florida is an AA/EEO employer. Copyright 7nn7-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.467.1395. "Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email address which can be madeher . available to the public. To determine if you are a licensee under Chapter Product Approval Accepts: E Crediti Safe sccurit aft rxi« r-r1rvrl...ir1 " 44 /70/7f147 INSTALLATION NOTES, 1. TWO (1) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF±112 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (LE., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5. FOR INSTALLATION INTO WOOD FRAMING, USE #12 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH MINIMUM EMBEDMENT. 6. FOR INSTALLATION THROUGH 1X BUCKTO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 1/41NCH ELCO TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 21/2INCH MINIMUM EMBEDMENT. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. B. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIALOR HAVE A CORROSION RESISTANT COATING. 9. FOR GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF 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- MIN IMUM SP ECIFIC 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. THEPRODUCTSHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE, EXCLUDING HVHZ. AAMA/NWWDA101/I.S.2-97 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X AND STEEL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FORTHE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS.FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. DOOR FRAME MATERIAL: ALUMINUM 6063-T6 7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEET 4 FOR GLAZING DETAILS. B. DESIGNATIONS "X"AND "O" STAND FOR THE FOLLOWING: X: OPERABLE PANEL 0: FIXED PANEL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION L A INSTALLATION 6 GENERAL NOTES 1 ELEVATION 6 ANCHOR LAYOUT 3 VERTICAL SECTIONS q HORIZONTAL SECTIONS 6GLAZING DETAIL 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 MI55ILE IMPACT RATING 96" X 96" W/O SILL 25/-50 PSF NOT RATED RISER 96" X 96" W/ SILL 50/-50 PSF NOT RATED RISER 0 PLY GEM 433 N. MAIN ST.. PO BOX 559, ROCKY MOUNT, VA 2415L PH: 540-484-6349 FX: 540-484-6663 0 N Z m U # $ m M w b o¢ ro O m Z m a 3 NN a Z m s oa w W V rCO, m i m o 41 Q 1"? VJ lis U1 u2 KzuZ DWG #: PGW063 SHEET: 1 OF 4 PLY GEM4VI(1.71)1N5 433 N. MAIN ST., PO BO% 559, ROCKY MOUNT, VA 24151 PH: 540-164-6316 FXi 540-484-6663 y o ro ggm FM u# g TFUNITMAX, WIDTH 96.00" oD.L.O. MAX _ PANEL MAX b o tl a, WIDTH 41.66" WIDTH 45.5" w a p u B c 20 75" MAX 6.00" MAX. FROM CORNERS TYP. US z a < w m Z ' m w d w EGGjJLij m d INSTALLATION ANCHOR Fw 6.00" MAX. FROM CORNERS TYP. T 1 ^ v J m UNITU MAX.a PANEL F MAX. Z O HE 4 4 HEIGHT 95,00" Z 96 20.75" MAX. Lf) v: O.C. TYP. H W u Lu 0 z ELEVATION ANCHOR LAYOUT w m HZ= U NU DWG #; PGwo63 SHEET; 2 OF 4 D.L.O. AXMAXMAX. X" O. C. TYP 1/4" ELCO TAPCON INSTALLATION ANCHOR CAULK BETWEEN CONCRETE/MASONRY & 1X WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS IX WOOD BUCK O.A. DOOR BY OTHERS HEIGHT SEE GLAZING i DETAIL 1 O.A. DOOR SEE GLAZINGHEIGHT DETAIL 2 1/2" MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS 2 1/2" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE INTERIOR EXTERIOR g VERTICAL SECTION_ 3 HEAD - CONCRETE/MASONRY 12 WOOD SCREW INSTALLATION ANCHOR Bd ROOFING NAIL INSTALLATION ANCHOR OPTIONAL) CAULK BETWEEN FIN & 2X WOOD STUD BY OTHERS CAULK BEHIND FLASHING & OVER NAILS BY OTHERS EXTERTOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. DOOR HEIGHT INTERIOR EXTERIOR SEE GLAZING DETAIL r PERIMETER CAULK BY OTHERS PERIMETER CAULK BY OTHERS CONCRETE/MASONRY • r' - • •: 2 1/2" MIN. 1• ' EMBEDMENTBYOTHERS • •+: 4.. 1/4" ELCO TAPCON INSTALLATION ANCHOR •'''! ,%• • 3 ; 2 1/2" MIN. EDGE • , DISTANCE A VERTICAL SECTION 3 SILL-CONCRETE/MASONRY 3/4'. MIN. EDGE DISTANCE 2X WOOD FRAME BY OTHERS 1 1/2" MIN. EMBEDMENT 1/4" MAX. r SHIM 5PACE EXTERIOR A/ INTERIOR C VERTICAL SECTION 3 HEAD - 2X WOOD FRAME D PL.y-GEM 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH, 540-484-6348 FX: 540-4844663 V) m IJ g OO++ V) E W N 0¢= T lb w m twOf a W a Z 06 jo< s w mWo a M Z oZ Lu a w0 v i L LY1 m Z J V1 n DWG #: PGW063 SHEET: 3 OF 4 11/2" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE 12 WOOD SCREW INSTALLATION ANCHOR 5. 3/4" MIN. EDGE DISTANCE A_l 2X WOOD FRAME BY OTHERS 8d ROOFING NAIL INSTALLATION ANCHOR OPTIONAL) CAULK BETWEEN FIN d 2X WOOD STUD BY OTHERS EXTERIOR FINISH BY OTHERS CAULK BEHIND FLASHING d OVER NAILS BY OTHERS PERIMETER CAULK BY OTHERS SEE GLAZING DETAIL I OR a E HORIZONTAL SECTION I, JAMB - 2X WOOD FRAME p HORIZONTAL SECTION INTERLOCK 1/4" MAX. P'y rq;Ez` PL -GEM WII'JDOWSSHIMSPACE 2 1/2" MIN. 433 N. MAIN ST., PO BOX 559. ROCKY MOUNT, VA 24151 EMBEDMENT 2 1/2" MIN. EDGE DISTANCE PH: 540-484-634E F%z 540-484-6683 10 U H D O S 1 ' NVC,, MUlJ x CONCRETE/MASONRY1 • LU 'w^ u r BY OTHERS T, 1/4" ELCO TAPCON W ZIPU) oN g T l9 mw n m H Q INSTALLATION ANCHOR a Wo a j Liu < 2 CAULK BETWEEN 1X WOOD BUCK 4 FF-- d ] m CONCRETE/MASONRY BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS SEE GLAZING DETAIL I 7 O.A. WIDTH R O F HORIZONTAL SECTION 0 I JAMB - MASONRY/CONCRETE u w 5/8" O.A. INSULATED GLASS Z EXTERIOR *1'N 0 1 k N3 INTERIOR •;•1:'• •,•• I .75" GLA55 N 1 BITE y y i 7-J UDD LD NOTE: m 2:>< Z GLAZING DETAIL 1 GLASS THICKNE55 AND TYPE o o a N N Z SHALL COMPLY WITH ASTM E 1300 DWG #: REQUIREMENT GLA55 CHARTS. P G . 0 6 3 SHEET: 4 of 4 Florida Building Code Online Page 1 of 1 IOAbOaa ' .k—ti* z. a tie Ws wt "4 e'.c R o.'4 sevst nev.gmsrops:sour'sci n Or j' Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Refine Search FL# 9174 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL Search rcesurcs FL# wppucduuna Tvoe Manufacturer Validated By Status FL9174-R11 Revision Wayne -Dalton, a division of Overhead Door Corporation Category: Exterior Doors Kurt Dietrich PE 704) 564-6867 Approved History Subcategory: Sectional Exterior Door Assemblies Approved by DBPR. Approvals by DBPR snap oe rewew.. anu ram. r 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 riot sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address Iftheyhaveone. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email addresss which can be hehere available to the public. To determine if you are a licensee under Chapter 55, plea Product Approval Accepts: Credit• Safe security.ml-TRlcs rl_._:J—L..;I.I;-- r m/—r-/nr inn Ict acnY 11/29/2017 Florida Building Code Online Page 1 of 6 li/" C y C'.`F%{n'.n a-!-; ' h¢t1i fgb' S' ' ad.1RZy,l V ,• FE0 10,0.'611PAR1h98NT 0 4a pr ' Ff t -t u r -, "d c y is 1 " Is f i rB isrne s & Professraiigl, l#60012 3 t- ' 5 "'&{'$}'t`Y.+ t a , a r -. t"a pgpAHttt A6tF(I DBFR. CBiJD lttt lQNS bCQIRRC_TE615i or Product Approval r,. USER: Public User Product Aooroval Menu > Product or Application Search > Application List > Application Detail FL # FL9174-R11 Application Type Revision Code Version 2014 Application Status Approved Comments set to re -apply per applicants request 4/28/15-rb Archived Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850) 475-6197 Mark.Garon@Overheaddoor.com Authorized Signature Greg Taylor gtaylor@Wayne-Dalton.com Technical Representative Greg Taylor Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850) 474-9890 gtaylor@wayne-dalton.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a licensed Florida Professional Engineer 2 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed John E. Scates the Evaluation Report Florida License PE-51737 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 06/27/2038 Validated By Kurt Dietrich PE R Validation Checklist - Hardcopy Received Certificate of Independence F1.9174 R11 COI Cert of Ind Scates 2011 s.odf Referenced Standard and Year (of Standard) Standard DASMA-108 DASMA-115 Equivalence of Product Standards Certified By Sections from the Code Year 2002 2005 1 11 , J_ -__ / - - /-. AlFI cnv7naram=wC',FVY0wfDnufl-.. 11 /30/2017 Florida Building Code Online Page 2 of 6 Product Approval Method Method 1 Option D Date Submitted 04/06/2015 Date Validated 04/28/2015 Date Pending FBC Approval 05/04/201S Date Approved 06/23/2015 Date Revised 08/11/2017 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 Installation Instructions P7.odf Approved for use in HVHZ: No Approved for use outside HVHZ: Yes F19174 R11 II 0228 318958 A 9174 Rll II Track Suoolement Chart P10.odf Impact Resistant: Yes FL9174 R11 II WD3amb5uoplementP16 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737DesignPressure: +26.90/-30.80 Created by Independent Third Party: YesOther: Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf FL9174 Rll AE Eval Rept 9100 rl s Ddf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 20145.odf Created by Independent Third Party: Yes 9174.2 5120 / 6100 / 9100 #0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Installation Instructions FL9174 R11 II 0229 318959 P8.1)df Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.12df Impact Resistant: No FL9174 R11 II WDJambSuoplementP16 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737DesignPressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 Rii AE ASTM A 653.odf replacement door. FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 Rll AE FLO9174 r9 Affirmation fo't FBC 5th 2014s.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 Installation Instructions FL9174 R11 II 0230 318960 P10.odf Approved for use outside HVHZ: Yes FL9174 R11 II Track Suoolement Chart P10.odf FL9174 R11 +I WDJamb5uDDlementP16 s.pdfImpactResistant: Yes Design Pressure: +25.90/-28.80 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014s pdf Created by Independent Third Party: Yes 9174.4 5120 / 6100 / 9100 #0231 16' Max width. 8' S" Max height. Max section height 21". Solid only no glazing available. Limits of Use Approved for use in HVHZ: No Installation Instructions FL9174 R11 II 0231 318996 P5.Ddf Approved for use outside HVHZ: Yes FL9174 RI I II Track Suoolement Chart P10.odf s Ddf Impact Resistant: Yes Design Pressure: +30.00/-33.50 F19174 Rii II WDJambSuoplementP16 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a A 9174 R11 AE ASTM A 653.1)df replacement door. FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.5 5120 / 6100 / 9100 #0234 9" Max height. Max section height 21". Glazing9' Max rntopavailaor intermediate section. Limits of Use Approved for use in HVHZ: No Installation Instructions FL9174 RI I II 0234 312022 P5.Ddf Approved for use outside HVHZ: Yes FL9174 RI I II Track Suoolement Chart P10.12df FL9174 RI I II WDJambSuop1ementP16 s.Ddf ImpactResistant: Yes Design Pressure: +43.20/-49.60 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third Party: Yes h++., c. / A,kixAn , flnririahl iii(iino.org/Dr/Dr aDD dtl.aspx?param=wGEVXQwtDqufl... 11 /30/2017 Florida Building Code Online Page 3 of 6 Evaluation Reports FL9174 R11 AE ASTM A 653 odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE F109174 r9 Affirmation for FBC Sth 20145.Ddf Created by Independent Third Party: Yes 9174.6 5120 / 6100 / 9100 #0235 16' Max idth. ' Max heig Maxsection height 21". Glazing able ate n. Limits of Use Installation Instructions FL9174 R11 II 0235 319023 P6.odfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 R11 II 319040 P1 Post.Ddf Impact Resistant: Yes FL9174 Rll II Track Supplement Chart P10.Ddf FL9174 Rll II WD3ambSuoolementPl6 s.odfDesignPressure: +39.20/-43.70 Verified By: John E. Scates P.E. FLORIDA PE 51737Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.1)df FL9174 R11 AE Eval Re 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.Ddf Created by Independent Third Party: Yes 9174.7 5120 / 9100 #0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions FL9174 R11 II 0232 318999 P5.DdfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 R11 II Track Suoolement Chart P10.odf Impact Resistant: No FL9174 R11 II WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE S1737DesignPressure: +12.40/-13.80 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 R11 AE ASTM A 653.odf replacement door. FL9174 R11 AE Eval Rent 2100 rl s.Ddf FL9174 Rll AE FL09174 r9 Affirmation for FBC Sth 2014s odf Created by Independent Third Party: Yes 9174.8 5120 / 9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions FL9174 R11 II 0233 319000 P5.DdfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.Ddf Impact Resistant: No FL9174 RI II WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 R11 AE ASTM A 653 odf replacement door. FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.9 5120 / 9100 #0236 18' Max width. 8' height. Max ion height 21". Glazing able in top orMntermed ate section. ax Limits of Use Installation Instructions FL9174 RI I II 0236 319024 P6.DdfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 R11 II 319040 P1 POSt.Ddf Impact Resistant: Yes FL9174 R11 II Track Suoolement Chart P10.odf FL9174 R11 II WDJambSuoolementPl6 s.DdfDesignPressure: +30.00/-33.50 Verified By: John E. Scates P.E. FLORIDA PE 51737Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Re 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes 9174.10 5120 / 9100 #0237 18' Max Max height 21". Glazing dablei top orntermed ate section.section Limits of Use Installation Instructions FL9174 RI I II 0237 319025 P6.Ddf ApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 R11 II 319040 P1 Post.Ddf Impact Resistant: Yes FL9174 R11 II Track Supplement Chart P10.Ddf FL9174 R11 II WDJambSUoDlementP16 s.odf DesignPressure: +39.20/-43.70 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 RI AE ASTM A 653.Ddf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 20145 odf Created by Independent Third Party: Yes 9174. 11 n _._ J_L..:IJ Mn Aid ncnV?nnram_wGFV)(0WtDauf1... 11/30/2017 Florida Building Code Online Page 4 of 6 5120/Sl40/6100/9100/9400/9600 9' Max width. 10' Max height. Max section neignc z4 . Ulduiiy 0600 available in top or intermediate section. Limits of Use Installation Instructions FI-9174 R11 II 0600 319026 P4 odfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 Rll II Track Supplement Chart PSO.Ddf Impact Resistant: No F19174 Rll II WD)amb5upplementP16 s.Ddf Verified By: John E. Scates P.E. FLORIDA PE 51737DesignPressure: +26.90/-30.80 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FI-9174 Ril AE ASTM A 653 odf replacement door. F1.9174 Rll AE Eval Reot 9100 rl s.pdf FL9174 Rll AE FL09174 r9 Affirmation for FBC 5th 2014s odf Created by Independent Third Party: Yes 9174.12 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 0601 available in top or intermediate section. Limits of Use Installation Instructions F1.9174 R11 II 0601 319027 P4.pdfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 RI II Track Supl2igment Chart P10.pdf Impact Resistant: Yes FL9174 Rli II WDJambSupolementPl6 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737DesignPressure: +41.00/-46.30 Created by Independent Third Party: YesOther: Evaluation Reports FL9174 R11 AE ASTM A 653 odf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for 1-M 5th 2014s.Ddf Created by IndependentThird Party: Yes 9174.13 5120/5140/6100/9100/9400/9600 width.Max ght. Max ion height 24". Glazing 0602 ate section. availableable in o0r intermediate Limits of Use Installation Instructions FL9174 R11 II 0602 319028 P5.DdfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 Rll II Track Supplement Chart P10 odf Impact Resistant: No FL9174 Rii II WDJambSupolementP16 s.Ddf Verified By: John E. Scates P.E. FLORIDA PE 51737DesignPressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the Created by independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 Rll AE ASTM A 653.Ddf replacement door. FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 Rli AE FLO9174 r9 Affirmation for FBC Sth 2014s.12df Created by Independent Third Party: Yes 9174.14 5120/5140/6100/9100/9400/9600 width.Max height. Max ion height 24". GlazingMaxvai0603a1' o0' able r intermediate section. Limits of Use Installation Instructions FL9174 Rli II 0603 319029 P5.DdfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart PSO.pdf Impact Resistant: No FL9174 RiI II WDJambSupplementPl6 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737DesignPressure: +23.00/-25.00 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports Rll AE ASTM A 653.DdfstructureisdesignedaspartiallyenclosedordoorisaFL9174 FL9174 RI I AE Eval Rept 2100 rl s.Ddfreplacementdoor. FL9174 Rli AE FLO9174 r9 Affirmation for FBC Sth 20145 Ddf Created by Independent Third Party: Yes 9174.15 5120/5140/6100/9100/9400/9600 16' Max width. 8' Max height. Max section height 24" Glazing 0604 available in top or intermediate section. Limits of Use Installation Instructions FL9174 R11 II 0604 312030 P5 odfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 R11 II 319040 P1 Post.pdf Impact Resistant: Yes FL9174 RI I II Track Supplement Chart P10.12df FL9174 R11 II WDJambSupolementPl6 s.DdfDesignPressure: +39.20/-43.70 Verified By: John E Scates P.E. FLORIDA PE 51737Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 RI I AE ASTM A 653.Ddf FL9174 Rll AE Eval Rept 9100 ri s.pdf FL9174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.16 5120/5140/6100/9100/9400/9600 width. Max height. Max ion height 24". Glazing 0605 top o0, availableable r intermediate section. Limits of Use Installation Instructions FL9174 RlI II 0605 319031 P4.1)dfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 R11 II Track Suoolement Chart P10.Ddf Impact Resistant: No FL9174 Rli II WDJambSupolementPl6 s.pdf Verified By: John E Scates P.E. FLORIDA PE 51737DesignPressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes t—,t—, r4tl ncnv?naram=w(,FVY0WtD0ufI... 11/30/2017 Florida Building Code Online Page 5 of 6 wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 R11 AE ASTM A 653.1)df replacement door. FL9174 Rll AE Eval Rept 9100 ri s.odf FL9174 Rll AE FL09174 r9 Affirmation for FBC Sth 2014s.Ddf Created by Independent Third Party: Yes 9174.17 00/9100/9400/9600 060 6 18' Max width. 8' Max height. Max section height 24" Glazing available in top or intermediate section. Limits of Use Installation Instructions FL9174 Rll II 0606 319032 P6.DdfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 R11 11 319040 Pl Post.Ddf Impact Resistant: No FL9174 Rli II Track Sugglement Chart P10.Ddf FL9174 R11 II WD3ambSuDDlementPl6 s.DdfDesignPressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the Verified By: John E Scates P.E. FLORIDA PE 51737 wind-borne debris region unless protected or unless Created by Independent Third Party: Yes structure is designed as partially enclosed or door is a valua i nR ports replacement door. ASTM A 653.Ddf FL9174 Rll AE Eval Rept 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014s.Ddf 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 FL9174 Rll II 0609 319035 PS.DdfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 Rll II 312040 Pl POSt.Ddf Impact Resistant: Yes FL9174 Rll II Track Suoolement Chart P10.Ddf FL9174 RI I II WDJambSuDDlementP16 s.odfDesignPressure: +39.20/-43.70 Verified By: John E Scates P.E. FLORIDA PE 51737Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 RI AE ASTM A 653.odf FL9174 RI AE Eval Rept 9100 rl s.Ddf F1.9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.Ddf Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 9" Max height. Max section height 21". Glazing18,"Max intop or intermediate section. Limits of Use Approved for use in HVHZ: No Installation Instructions FL9174 R11 II 0608 319034 P4 Ddf Approved for use outside HVHZ: Yes FL9174 R11 IITrack SuDolement Chart P10.12df Impact Resistant: No FL9174 Ril II WD3ambSuoplementP16 s.Ddf Verified By: John E Scates P.E. FLORIDA PE 51737 DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind- bome debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a Ft RI l AE ASTM A 653.Ddf replacement door. FL9174 R11 AE Eval Reot 2100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes 9174. 20 5140/9400/9600 #0607 16' Max width.'-9" Max heighermediate t. Max height 21". Glazing able sectlonection Limits of Use Installation Instructions FL9174 R11 II 0607 319033 PS.Ddf ApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 R11 II Track SuDDlement Chart PSO.Ddf Impact Resistant: No FL9174 Rll II WDJambSupDlementPl6 s.Ddf Verified By: John E Scates P.E. FLORIDA PE 51737 DesignPressure: +25.90/-28.80 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind- borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 R11 AE ASTM A 653.Ddf 9100 s Ddf replacement door. FL9174 R11 AE Eval Reot rl FL9174 RlI AE FLO9174 r9 Affirmation for FBC Sth 2014s.Ddf Created by Independent Third Party: Yes Bade Next Contact U :: 2601 Blair Stone Road Tallahassee FL 32392 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cooydahl 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 theyhaveone. 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 emailaddress which click Nam can be e available to the public To determine if you are a licensee under Chapter455, Product Approval Accepts: 0 ® tLh i,r 1 1 rin nnI7 NOTES, 1. SHORT GLAZED PANEL OPTION - .090" MINIMUM SSB GLAZING IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF (6) #Bx1" SCREWS INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS DRAWING. GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 13.75" AND A MAXIMUM LENGTH OF 16.75'. GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. 2. LONG GLAZED PANEL OPTION - NOT AVAILABLE WITH THIS OPTION CODE. 3. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 6' O.C. MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM 7/16' TO MEET NEGATIVE PRESSURES. 4. KEY LOCK, SLIDE LOCKS, OR OPERATOR REQUIRED. 5. SECTION SHALL BE CONSTRUCTED WITH FOAMED IN PLACE POLYURETHANE FOAM INSULATION CHEMICALLY BONDED TO 30 GA MINIMUM FACER STEEL AND A POLYLAMINATE OR 32 GA STEEL BACKER. END CAP TO HAVE A MINIMUM 1.4" DEPTH. 6. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. 7. DOOR JAMB TO BE MINIMUM 2x6 STRUCTURAL GRADE LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE. 8. LOUVER OPTION - .040" MINIMUM LOUVERS IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF W) #8x1" SCREWS INSTALLED IN THE BOTTOMSECT111'ON. LOUVERS ARE NOT IMPACT RESISTANT AND DO NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. LOUVERED SECTION REQUIRES OPERATOR STILE TO BE FACTORY INSTALLED AT THE CENTERLINE OF THE DOOR. 13 CA HORIZ ANGLE- 13 GA FLAG ANGLE- 16 GA MIN HORIZ- TRACK 5/16x1-5/8'- LAG SCREWS MIN 3 AS SHOWN) 16 GA MIN VERT- TRACK 5/16x1-5/B" LAG - SCREW AT EACH JAMB BRACKET 1/4-20x9/16" TRACK BOLT AND 1/4-20 HEX NUT AT EACH JS JAMB BRACKET LOCATION 15 GA STIFFENED JAMB BRACKETS SEE SCHELDULE FOR QUANITY, LOCATION, AND TYPE KEY LOCK OR SLIDE LOCK - BOTH ENDS NOT REQUIRED WITH OPERATOR - SEE NOTE 4). SLIDE LOCK SHOWN FOR CLARITY NOTE: (4) SECTION SOLID DOOR SHOWN. SEE SHEET 2 FOR U-BAR LOCATIONS ON DOORS WITH OTHER SECTION QUANTITIES AND SEE NOTE 1 ON THIS SHEET FOR GLAZING OPTIONS. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAXDOOR DOORHEIGHT UNIFORM LOAD EACH JAMB (PLF) WIDTH 18'-0' ALL 207.2/-230.4 14'-0" ALL 181.3/-201.6 12'-0' ALL 155.4 -172.6 10'-0' ALL 129.5/-144.0 SEE U-BAR NOTE ON SHEET 2 FOR U-BAR INSTALLATION 20 GA END CAP B SHEET SHEDET i I NOTE, (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". JAMB BRACKET SCHEDULE O. OF J B 0 ATIO F CE RLN OF JAMB ODOR N0. OF BRACKETS TRACK BRACKETS MEASURED FROM BOTTOM HEIGHT SECTI ONS EACH JAMB) TYPE OF TRACK (ALL DIMENSIONS t 2') 7'-0' 4 6 QI JB , 13 QI , 25-1 2" JB , 34' JB , 45-1 4' QI , 63" JB 7'-0' 4 6 FAT JB), , 21-3 4" JB , 29-3/4" (JB), 42" (JB), 63-1 4" JB 8'-0" 5 8 QI JB , 13" QI , 23" JD , 34" JB , 47-1/4" QI , 58" JB), 67" QI 8'-0" 5 8 FAT JB , 10' JB , 21-3 4" JB , 29-3 4" JB , 48" JB), 57-1 4" (JB), 86 JB , 75-1 2" JB 8 -0 HIGH LIFT ROOF PITCH SEE NOTE BELOW REVISIONS LOADS LARIFIED NUMBER OF ASTENER5 AND CENTER INGES REQUIRED FOR ARROWER DOOR WIDTHS. IRB 5/10/06 2 MODIFIED NOTE 8 TO ITATE THAT LOUVERS IRE NOT IMPACT l ESISTANT. RT 6/6/07 3 MODIFIED JAMB 3RACKET SCHEDULE FOR 7AT OPTION. ADDED LHR FRACK DETAIL SHEET 2. 3RT 4/17/08 4 ADDED TEXAS LICENSE VUMBER TO TITLE BLOCK. HANGED LOUVER NOTE. NCREASED MAX HEIGHT TO 8'-9". ADDED HIGH IFT AND ROOF PITCH TRACK NOTE. GRT 4/29/09 PS UPDATED TITLE BLOCK GRT 5/4/10 NOTE: JB) FOLLOWING DIMENSION OF SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/18' TRACK BOLT AND NUT. QI) FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK. ALL DOORS WITH HIGH LIFT, ROOF PITCH, AND/OR GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: A Wagne® DESIGN (PSF): +25.90/-28.80 MAX WIDTH: 16'-0" DATE I NAME TEST (PSF): +38.85/-43.20 MAX HEIGHT: 8'-9" DRAWN 1 3/8/06 1 GRT Dalton IMPACT/CYCLIC RATED (YES/NO): NO MAX SECTION HEIGHT: 21" CHECKED 4/6/08 1 MRB JOHN E. SCATES, PE MODELS 5140/9400/9600 SHEET 1 OF 2 3121 FNRGATE DR. cARROLLTON, TX 75007 A DIVISION OF OVERHEAD DOOR CORP DRAWING PART N0. REV. FL PE 51737 TX PE 56308/F2Z03 3395 ADDISON DRIVE PROFESSIONAL ENGINEER'S SEAL PROMDED ONLY FOR PENSACOLA, FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 0607 319033 P5 VERIFICATION OF WINOLOAD CONSTRUCTION DETAILS. 850 474-9890 13 GA ADJUSTABLE TOP PLACE U-BAR OVER INTEGRAL RIB 13 GA ADJUSTABLE FIXTURE ATTACHED TO WITH THE (B) PRE -PUNCHED TOP FIXTURE PRE -PUNCHED HOLES HOLES EACH END FACING UPWARD IN BOTTOM OF U-BAR / AND ATTACH THRU END CAP AT WITH (2) 1/4-14x5/8' EACH END WITH (2) 1/4-14x7/8' CRIMPTITE SCREWS SELF DRILLING CRIMPTITE SCREWS FOR STANDARD TRACK AND (3) o 1/4-140/8" SELF DRILLING ` CRIMPTITE SCREWS FOR LOW 0• HEADROOM TRACK (2 OF WHICH - ARE USED TO ATTACHED THE TOP DETAIL A BRACKET AS SHOWN). IOW HEADROOM TRACK DETAIL A 13 GA ROLLER SLIDE ATTACHED TO PRE -PUNCHED HOLES IN TOP OF U-BAR PLACE U-BAR OVER INTEGRAL RIB WITH YAT1i (2) 1/4-14z5/B" CRIMPTITE SCREWS. THE (8) PRE -PUNCHED HOLES EACH END USE MEWING HOLE IN SLIDE TO ENSURE FACING UPWARD AND ATTACH THRU END PROPER ALIGNMENT OF ROLLERS CAP AT EACH ENO WITH (2) 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREWS 15 GA HINGE ATTACHED / FSEPTION: U-BAR PLACED OVER TOP RIB ON THE BOTTOM SECTION SHALL ONLYWITH (4) 1/4-14x5/8" BE ATTACHED THRU END CAP AT EACH CRIMPTITE SCREWS (2 OF END WITH (1) 1/4-14x7/8" SELF DRILLINGWHICHAREFACTORYCRIMPTITESCREWLOCATEDONTHE ATTACHED) 1 BOTTOM FLANGE OF THE U-BAR NOTE. DUE TO CLEARANCES REQUIRED TO 2' NYLON STORMGARD o INSTALL SCREWS AT THE ENDS OF THE U-BARS, ALL U-BARS SHALL BEROLLERWITH 4-1/2' STEM INSTALLED ON SECTIONS PRIOR TO DETAIL B INSTALLING ROLLER SLIDES AND TOP FIXTURE ON THE U-BARS. SEE ATTACHMENT NOTES ON THIS SHEET. 18 GA HINGE ATTACHED PLACE U-BAR OVER INTEGRR(AL RIB AND ATTACH WITH (8) 1/4-20x5/8" CRIMPTTE SCREWS (2 OF WITH CRMP'f1TE1S REWSSYHRU WHICH ARE FACTORY PRE -PUNCHED HOLES AT ATTACHED, 3 OF WHICH EACH INTERMEDIATE HINGE ARE FIELD INSTALLED INTO LOCATION (1 THRU FLANGE TOP LEAF, AND 1 OF 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 o PLACE U-BAR OVER INTEGRAL RIB WITH 3) 1/4-14x5/8' NOTCH DOWN TO CLEAR BOTTOM CRIMPTITE SCREWS BRACKET AND ATTACH THRU END CAP AT EACH END WITH (1) 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREW AS SHOWN AND USE (1) 1/4-140/8" SELF DRILLING CRIMPTITE SCREW ACROSS THE BOTTOM OF THE BOTTOM U-BAR AT EACH PRE -PUNCHED HOLE AT EVERY DETAIL D HINGE LOCATION. USE (1) 1/4-20x5/8" CRIMPTITE SCREW AT ALL OTHER PRE -PUNCHED HOLE LOCATIONS. JOHN E. SCATES. PE 3121 FNRGATE DR. CARROLLTON, TX 750D7 FL PE 51737 TX PE M308/1`2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WNOLOAD CONSTRUCTION DETAILS. 5) SECTION DOORS WITH (61 3", 18 GA, 80 KSI l -BARS LOCATED OVER INTEGRAL RIBS AS 4) SECTION DOORS WITH (5) 3% 18 GA, 80 KSI U-BARS LOCATED OVER INTEGRAL RIBS AS SHOWN — U-BAR ATTACHMENT NOIES_ I. ALL U-BARS SHALL BE PLACED OVER INTEGRAL RIBS AND ATTACHED THRU PRE -PUNCHED HOLES WITH (2) 1/4-14x5/8" CRIMPITE SCREWS AT EACH INTERMEDIATE HINGE LOCATION, (2) 1/4-140/8" SELF DRILLING CRIMPTITE SCREWS AT EACH END CAP EXCEPT BOTH U-13ARS ON MDETAILBADDTHISSHEET). (2)/4-1405/SEE 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 (18) 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 (B) 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 01HERWSE ON THIS SPECIFICATION DRAWING, ALL PRE -PUNCHED HOLES IN ALL U-BARS SHALL BE ATTACHED TO THE DOOR WITH 1/4-14x5/8" CRIMPIITE SCREWS, 3. 18 GA U-BARS SHALL BE STAMPED "46" APPROXIMATELY 8' FROM EACH END. STATIC PRESSURE RATINGS APPROVED SIZES SC Wlyne® DESIGN (PSF): +25.90/-28.80 MAX WIDTH: 16'-0" TEST (PSF): +38.85/-43.20 MAX HEIGHT: B'-9" DR alt®n IMPACT/CYCLIC RATED (YES/NO): NO MAX SECTION HEIGHT: 21" CH MODELS 5140/9400/9600 ASION OF OVERHEAD DOOR COR 3395PENSACOLA.OISONFLORIDA1VE32514 WIN D LO AD SPECIFICATION OPTION CODE 0607 REVISIONS RUCTURE AND ARIFIED NUMBER OF STENERS AND CENTER NGES REQUIRED FOR IRROWER DOOR WIDTHS. iB 5/10/06 MODIFIED NOTE 8 TO ATE THAT LOUVERS 1E NOT IMPACT SISTANT. RT 6/6/07 " I MODIFIED JAMB RACKET SCHEDULE FOR 1T OPTION. ADDED LHR RACK DETAIL SHEET 2. RT 4/17/OB 4 ADDED TEXAS LICENSE UMBER TO TITLE BLOCK. HANGED LOUVER NOTE. ICREASEO MAX HEIGHT 0 8'-9". ADDED HIGH FT AND ROOF PITCH RACK NOTE. RT 4/29/09 S UPDATED TITLE BLOCK RT 5/4/10 N.T.S. DATE GRT MRB SHEET 2 OF 2 DRAWING PART NO. REV, 319033 P5 SPLICE PLATE LOCATION e SEE SCHEDULE p 14" MAX 12" MAX 12" MAX I 12" `\ i MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. CLIP DETAIL LIP LOCATIONS SEE SCHEDULE JOHN E. SCATES, PE 3121 FAIRGATE DR. CARROLLTON, TX 75007 FL PE 51737 TX PE 56305/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS. TRACK 13 GA MIN CONTINUOL WALL ANGI 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1 /4" X 7/16 SEMI TUBULAR RIMTS 11 GA MIN CLIP SEE SCHEDULE- RSW 0.2B" 2 13 GA MIN CONTINUOUS WALL ANGLE TRACK 3) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CLIP BOLTING DETAIL TRACK 1) 1 /4"-20 TRACK OR CARRIAGE BOLT WITH 1 /4"-20 NUT TYPICAL CLIP RIVETING DETAIL 11 GA MIN CLIP SEE SCHEDULE 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK TYPICAL CLIP WELDING DETAIL 9-0 PSF offagner 3395 ADDISON DRIVE TRACK SUPPLEMENT CHART PEN ( 850)A4-7409890 32514 REVISIONS P2 2 INCH TRACK —CLIPS —TEXAS WALL ANGLE 12 FOOT UPDATED Bpi 6/11/03 P3 UPDATED FORMAT. INCREASED ALLOWABLE PRESSURES TO 46.00/-52.00 PSF FOR ALL DOOR WIDTHS. CHANGED "TEXAS WALL TANGLE° TO "CONTINUOUS WALL ANGLE". ADDED SUBSTRATE MOUNTING DETAIL, CHANGED TO TITEN HD ANCHORS GIRT 4/2/07 P4 CHANGED FORMAT. ADDED MODELS 9800 AND 8024 WITH OVERLAY TO TRACK CLIP SCHEDULE. CRT 8/21/07 P5 UPDATED MODELS LISTED IN CHARTS. UPDATED SPLICE do CLIP SCHEDULES. DLP 9/05/07 GRT 10/05/07 P7 UPDATED CHARTS TO ELIMINATE THE USE OF THE #B CLIP (REPLACED IMTH #9 ACROSS THE BOARD). DLP 10/24/07 PB UPDATED STEEL MOUNTING DETAIL MRS 04/11/06 P9 EXPANDED 1-1/2" TO 1-3/11" DOOR THICKNESS CHART UP TO 14' HIGH. GRT 12/11/08 P10 UPDATED TITLE BLOCK CRT 6/2/10 TE DRAWN SHEET 1 OF 2 DRAWING PART NO. REV. 307494 P1O REVISIONS P2 2 INCH TRACK —CLIPS —TEXAS WALL ANGLE 12 FOOT UPDATED Bpi 6/11/03 P3 UPDATED FORMAT. INCREASED ALLOWABLE PRESSURES TO 46.00/-52.00 PSF FOR ALL DOOR WIDTHS. CHANGED "TEXAS WALL TANGLE° TO "CONTINUOUS WALL ANGLE". ADDED SUBSTRATE MOUNTING DETAIL, CHANGED TO TITEN HD ANCHORS GIRT 4/2/07 P4 CHANGED FORMAT. ADDED MODELS 9800 AND 8024 WITH OVERLAY TO TRACK CLIP SCHEDULE. CRT 8/21/07 P5 UPDATED MODELS LISTED IN CHARTS. UPDATED SPLICE do CLIP SCHEDULES. DLP 9/05/07 GRT 10/05/07 P7 UPDATED CHARTS TO ELIMINATE THE USE OF THE #B CLIP (REPLACED IMTH #9 ACROSS THE BOARD). DLP 10/24/07 PB UPDATED STEEL MOUNTING DETAIL MRS 04/11/06 P9 EXPANDED 1-1/2" TO 1-3/11" DOOR THICKNESS CHART UP TO 14' HIGH. GRT 12/11/08 P10 UPDATED TITLE BLOCK CRT 6/2/10 TE DRAWN SHEET 1 OF 2 DRAWING PART NO. REV. 307494 P1O 2 3/4" f1" EDGE DIST E60XX MIN. 1 8 2-24 1 /8 V 2-24 MIN 3/16" TKSTEEL FOR i/16" x 1-5/8" WALL ANGL. AG SCREW OR= IVALENT INTO11N2x6N0.2 TRACK CLIP 3PF (G=0.42) OR - -•- 3ETTER AT EACH 1/4-2Ox9/ OR-PAIR OF TRACK BOL- TOLE LOCATIONS 1/4-20 HEMOUNTINGTOWOODJAMBDETAILMOUNTINGTOSTEELD 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL e d C CONCRETE MOUNTING DETAIL JOHN E. SCATES. PE 3121 FAIROATE DR. CARROLLTON, TX 7SOD7 FL PE 51737 TX PE 96306/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF MINDLOAD CONSTRUCTION DETAILS. WITH MIN. (1) 1/4-2Ox7/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDING 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 /4-20x9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP CLIP AND SPLICE PLATE SCHEDULE MODELS 8024 8124 WITH DECATRIM OVERLAY 2-1 2 THICK DOOR HEIGHT CLIP #'S FROM BOTTOM TO TOP PLICEPLATE # 7'-0" 7, 9, 9, 9, 9, 11 16 8'-0" 7, 9, 9, 9, 9, 11, 11 16 9'-01, 7, 9, 9, 9, 9, 11, 11, 11 18 10'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13 18 11'-0" 7, 9, 91 9, 9, 11, 11, 11, 13, 13 20 0' 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13 20 13'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22 14'-0" 1 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22 MODELS 5200 8000 8024 8100 8124 8500 2" THICK DOOR HEIGHT CLIP S FROM BOTTOM TO TOP SPLICE PLATE # 7'-0" 5, 6, 6, 7, 7, 9 12 8'-0" 5, 6, 6, 7, 7, 9, 9 12 9'-O" 5, 6, 6, 7, 7, 9, 9, 9 14 10'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11 14 11'-O" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11 16 12'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11 16 13'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11, 13 18 14'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11, 13, 13 18 MODELS 6100 8300 8700 113 8 TO 1-5/8" THICK DOOR HEIGHT CLIP S FROM BOTTOM TO TOP SPLICE PLATE # 7'-0" 4, 4, 4, 4, 5, 6 8 8'-0" 4, 4, 4, 4, 5, 6, 6 8 9'-0" 4, 4, 4, 4, 5, 6, 6, 7 8 10'-O" 4, 4, 4, 4, 5, 6, 6, 7, 7 8 11'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9 10 12'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9 10 13'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9 12 14'-0" 4, 4, 4, 4, 5, 6, 6, 71 7, 9, 9, 9, 9 12 MODELS 9100 9400 9600 9700 9800 1" THICK DOOR HEIGHT CLIP S FROM BOTTOM TO TOP PLA EE # 7'-0" 4, 4, 4, 4, 4, 4 6 8'-0" 4, 4, 4, 4, 4, 4, 4 6 9'-0" 4, 4, 4, 4, 4, 4, 4, 4 6 10'-0" 4, 4, 4, 4, 4, 4, 4, 4,_4 6 TRACK SUPPLEMENT CHART Wagner Dalton 3395 ADDISON DRIVE NSACOLA, FLORIDA 32514 650) 474-989D REVISIONS P2 2 INCH TRACK-CLIPS-TEXA2FDS WALL ANGLE 1OT UPDATED BPJ 6/11/03 P3 UPDATED FORMAT. INCREASED ALLOWABLE PRESSURES TO 46.00/-52.00 PSF FOR ALL DOOR WIDTHS. CHANGED 'TEXAS WALL ANGLE" TO "CONTINUOUS WALL ANGLE". ADDED SUBSTRATE MOUNTING DETAIL. CHANGED TO TITEN HD ANCHORS CRT 4/2/07 P4 CHANGED FORMAT. ADDED MODELS 9800 AND 8024 WITH OVERLAY TO TRACK CLIP SCHEDULE. CRT 8/21/07 P5 UPDATED MODELS LISTED IN CHARTS. UPDATED SPLICE do CUP SCHEDULES. DLP 9/06/07 GIRT 10/05/07 P7 UPDATED CHARTS TO ELIMINATE THE USE OF THE #8 CUP (REPLACED NTH y9 ACROSS THE DRAWN UPDATED STEEL INTING DETAIL 104/11/OB EXPANDED 1-1/2" TO I/B" DOOR THICKNESS 1RT UP TO 14' HIGH. 12/11/08 ADDED MODEL 6700. SATED TITLE BLOCK F 6/2/10 DA SHEET 2 OF 2 DRAWING PART NO. I REV. 307494 P10 ne", Dalton A Division of Overhead Door Corporation Jamb Connection Supplement This document provides a series of connection schedules and basic detailing concepts for the connection of garage door jambs to building frames with the use of various fasteners. DASMA Technical Data Sheet TDS-161 may be used as an alternate to this document. P/N 324620 Rev. PI SCHEDULEI 5116" DIAMETER LAG SCREWS MAXIMUM SPACING OF LAG SCREWS PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY -0.55 DOUGLAS FIR SPECIFIC GRAVITY -0.46 SPF SPECIFIC GRAVITY -0.42 LOAD PER JAMB (LB/"ES 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 22 240 24 24 20 260 24 22 19 280 24 20 17 300 24 19 16 320 22 18 15 340 21 16 14 360 20 16 13 380 19 15 13 400 18 14 12 420 17 13 11 440 16 13 11 460 15 12 10 480 15 12 10 500 14 11 10 520 14 11 9 540 13 10 9 560 13 10 8 580 12 9 8 600 12 9 8 620 11 9 8 640 11 9 7 660 11 8 7 680 10 8 7 700 10 8 7 720 10 8 6 740 9 7 6 760 9 7 6 780 9 7 6 800 9 7 6 cENSF No. 0737 i• ` 0 STATT E OF j ' SION i ; `\X 1. BASED ON 5/16" DIAMETER LAG SCREWS WITH 1-1/2" O.D. WASHERS WITH A 1-9/32" THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. 2. PROVIDE QUANTITY OF LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN INTABLEWITHAMINIMUMOFTHREE (3) LAG SCREWS PER JAMB. LAG SCREWS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH =16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 4. CHART IS BASED ON 6'-T MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x4 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY>=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNERANDSHALLBEDESIGNEDFORTHEJAMBLOADLISTEDINABOVETABLEASCALCULATEDPERNOTE3. 7. MINIMUM EDGE DISTANCE SHALL BE 1/2", MINIMUM FASTENER SPACING SHALL BE 1-1/2', AND ALL HOLES SHALL BE PRE -DRILLED TO PREVENT SPLITTING. 8. LAG SCREWS SHALL CONFORM TO ANSI / ASME STANDARD B18.2.1. Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:56:33-06'00' Approved John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Revision P16 FL PE 51737 TX PE 56308/F2203 SCHEDULE2 16d COMMON WIRE NAILS AND 16d THREADED HARDENED -STEEL NAILS MAXIMUM NAIL SPACING PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY - 0.55 DOUGLAS FIR SPECIFIC GRAVITY - 0.46 SPF SPECIFIC GRAVITY - 0.42 LOAD PER JAMB (LB/FT)N0TE3 100 24 24 19 120 24 20 16 140 21 17 14 160 18 15 12 180 16 13 10 200 15 12 9 220 13 11 8 240 12 10 8 260 11 9 7 280 10 8 7 300 10 8 6 320 9 7 6 340 8 7 n/a 360 8 6 n/a 380 7 6 n/a 400 7 6 n/a 420 7 n/a n/a 440 6 n/a n/a 460 6 n/a n/a 480 6 n/a n/a 500 6 n/a n/a 520 n/a n/a n/a 540 n/a n/a n/a 560 n/a n/a n/a 580 n/a n/a n/a 600 n/a n/a n/a 620 n/a n/a n/a 640 n/a n/a n/a 660 n/a n/a n/a 680 n/a n/a n/a 700 n/a n/a n/a 720 n/a n/a n/a 740 n/a n/a n/a 760 n/a n/a n/a 780 n/a n/a n/a 800 1 n/a n/a n/a No. 51737 STATE OF O' SS ORVp EdeN ONi ; 8 I``\\ 1. BASED ON 16d COMMON WIRE NAILS (0.162"x3-1/2") OR 16d THREADED HARDENED -STEEL NAILS (0.148"x3-1/2") WITH A MINIMUM PENETRATION OF 2" INTO SIDE GRAIN OF MAIN MEMBER. 2. NAILS SHALL BE PROVIDED IN PAIRS AT A MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) PAIRS OF NAILS PER JAMB. NAILS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x4 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. EDGE DISTANCES, END DISTANCES AND SPACINGS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:56:58-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Revision P16 FL PE 51737 TX PE 56308/1`2203 SCHEDULE3 3/8" 0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL. WEIGHT CONCRETE MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB (IN) LOAD PER JAMB (LB/FT)No-rEs 2000 PSI CONCRETE 2500 PSI CONCRETE 3000 PSI CONCRETE 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 24 340 24 24 24 360 23 24 24 380 22 24 24 400 20 24 24 420 19 24 24 440 19 23 24 460 18 22 24 480 17 21 24 500 16 20 24 520 16 20 24 540 15 19 23 560 14 18 22 580 14 18 21 600 13 17 20 620 13 16 20 640 13 16 19 660 12 15 19 680 12 15 18 700 11 14 17 720 11 14 17 740 11 14 16 760 11 13 16 780 10 13 16 800 10 13 15 00, 6ENSF r s /vi;- No. 51737 • rtr O STATE OF ; 10 1 2 j; '91ONAi0 1. BASED ON 3/8"0 A307 HEADED OR HOOKED (1.69" MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 2" O.D. WASHER WITH A MINIMUM EMBEDMENT DEPTH OF 3" AND A MINIMUM EDGE DISTANCE OF 3". 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN INTABLEWITHAMINIMUMOFTHREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 2401b/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY>=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:57:27-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Revision P16 FL PE 51737 TX PE 56308/172203 SCHEDULE4 3/8" 0 SIMPSON TITEN HD SCREW ANCHORS MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER NOT" JAMB LB/ 2500 PSI NOTENCONCRETE 4000 PSI NOTE1CONCRETE 2000 PSI GROUT NOTE2FILLEDCMU 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 16 280 24 24 16 300 24 24 16 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 8 400 24 24 8 420 24 24 8 440 24 24 8 460 24 24 8 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 23 24 8 580 22 24 8 600 21 23 8 620 21 22 8 640 20 22 8 660 19 21 8 680 19 20 8 700 18 20 8 720 18 19 8 740 17 19 N/A 760 17 18 N/A 780 16 18 N/A 8o0 16 17 N/A NSC4`'? GE N SF T S / No.51737 •' i p STATE OF w41od 2 r•.LORVOP G X . SI ONAi, 1. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4" O.D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4". 2. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4" O.D. WASHER INTO GROUT FILLED CMU WITH AMINIMUMEMBEDMENTDEPTHOF2-3/4", A MINIMUM EDGE DISTANCE OF 4", AND A MINIMUM END DISTANCE OF 4". CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN INTABLEWITHAMINIMUMOFTHREE (3) SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH =16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 5. CHART IS BASED ON 6-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 6, DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY>=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNERANDSHALLBEDESIGNEDFORTHEJAMBLOADLISTEDINABOVETABLEASCALCULATEDPERNOTE4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:58:01-06'00' Approve John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Revision Pi 6 FL PE 51737 TX PE 56308/F2203 SCHEDULE5 3/8" 0 HILT[ KWIK BOLT 3 EXPANSION ANCHOR MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER TE4 JAMB LB/ N 2500 PSI CONCRETE 4000 PSI CONCRETE... 2000 PSI GROUT NOTE2FILLEDCMU 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 16 400 24 24 16 420 24 24 16 440 24 24 16 460 24 24 16 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 24 24 8 580 24 24 8 600 23 23 8 620 22 22 8 640 22 22 8 660 21 21 8 680 20 20 8 700 20 20 8 720 19 19 8 740 19 19 8 760 18 18 8 780 18 18 8 Boo 1 17 17 8 No. W37 0 1. STATE OF s 41AS SS10NA ` `\ II I I 1. BASED ON 3/8"0 HILT[ KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4" O.D. WASHER INTO NORMAL WEIGHTUNCRACKEDCONCRETEWITHAMINIMUMEMBEDMENTDEPTHOF2-1/2" AND A MINIMUM EDGE DISTANCE OF 3". 2. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4" O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2" AND A MINIMUM EDGE DISTANCE OF 4". ONLY ONE ANCHOR PER MASONRY UNITCONCRETEMASONRYUNITSSHALLCONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN INTABLEWITHAMINIMUMOFTHREE (3) ANCHORS PER JAMB. ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH =16ft LOAD PER JAMB = 30psf x 16fU2 = 240lb/ft 5. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNERANDSHALLBEDESIGNEDFORTHEJAMBLOADLISTEDINABOVETABLEASCALCULATEDPERNOTE4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. Approve Date: 2015.02.20 09:58:27-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Revision P16 FL PE 51737 TX PE 56308/F2203 agne Dalton 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 850) 474-9890 Nz N0.5V37 4 STATE OF /' Itl OR,P 0 . ONi ; Digitally signed by John E Scates, P.E. Date: 2015.02.20 095853 -06-00- J" E. SCATES PE 3121 FAIXGATE DK CARRQ TCN, TY 730V1 M1 PE M731 TX PE W305/F= ve mx w 1Rrwio.Io e ws rw rna o rAuiR I S' MAX FASTENERS PER SCHEDULES 1 THITU 4 MINMUM 2x4- STRUCTURAL GRADE LIMBER FOR MAXIMUM ATTACHMENT TO SPACING OR MI SUBSTRATEDRMINTA7TAC2x6FORCONCRETETDCONCRETEAND Typ. FlL1ID CMU, TIP. MINIMUM f HEADER LOCK SOUTBRACKET LUMB 3/47 SIMPSON RTEN HD SCREW ANCHOR WITH A 1 1/4" WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4' AND A MINUUM EDGE DISTANCE OF 2-3/4 mI "IM ' "O PV1 QN FIE NDTEL MAXIMUM DESIGN LOAD CAPACITY OF 20E5 LBS SEE DETAILS 1, 2. AND 3 REQUIRED FOR VERTICAL POST REINFORCING SYSTEMS. DOOR HEIGHT DOOR WIDTH MINIMUM 2XS /3 Q HEADER LOCK SUUMDUOUTHERNPINE BRACKET B' 4" 4' B' 4' 4) 3/e" SIMPSDN RTEN HD SCREW ANCHOR WITH A 1-1/4" WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2- 3/4' AND A MINIMUM EDGE DISTANCE OF 4- MINIMUM TOO PII RO - FlI FT CMU NOTE _M1MAXIMUM DESIGN LOAD CAPACITY OF 2400 LBS. MINIMU; 1( 4) HEADER LOCK SOUTHACKET LUMBE J 3/ 8" OIA LAG SCREWS WITH 1-1/4" O.D. WASHERS LAG SCREWS SHALL HAVE A MINIMUM PENETRATION OF 1- 9/32" INTO THE MAW SUPPORT MEMBER DFTAn Ta WD00 SUPPORT STRJ[CIS7.RF CBM LRY XOFU2430 LBS L AO na4vml DRAWING PART NO. REV. JAMB CONNECTION SUPPLEMENT 32462D P16 Ways® Dalton 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 85D) 474-9890 ENd'•: C '/ No.51737 4 \ STATE OF O.c'• FLOR QP'• 6 ' s/IIION 1100\ Digitally signed by John E. Sates, P.E Date: 2015.0220 095926-06'00' Jolty E 6CATES PE 31. FAIXGATE DR FJ.rtROL K TY ]SOT ti K 51TV U PE --/MM VWIGTWDII DF DWIIPADAD GpSTIWfTOI OETA6S MIN 25DO PSI CONCRETE BDTE; MAX ALLOWABLE FASTENER LOAD MAY EXCiED THE DESIGN LOAD OF THE STRUCTURE DESIGN 2 3/4" OF SUPPORTING STRUCTIRE SHALL MIIN EDGE 0157 BE THE SOLE RESPONSIBILITY OF THE PROF®ONAL OF RECORD FOR THE STRUCTURE .. d. 9MPSON TTEN H0, 2-3/4' MRH EMBED. MW 6' BETWEEN JAMB BRA(MET LOCATION JAMB BRACKET 1/4-20x9 " RACK BOLT AND 1 /4-20 HIX N TRACK DIRECT CONCRETE MOUNTING OEU6 MIN 2 x 4 SPF (G-O.42) LOADOR BETTR WALL STUD HIM MAX ALLOWABLE FAST]HER LOAO MAY EYE OF SUPPORTINGSTRUCTURE SHALL BE THE SOLE RESPWS391UTY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE- 5/16' UG SQHEW WnH STUD (3 T/47 FOR EAOH JAMB BRACCIIRR ff LOCATON- MMB BRALt(ET i/4-206/TTUCKBOLT AND / 1/4-20 HIX NU DRAWING PART NO. REV. JAMB CONNECTION SUPPLEMENT 324620 P16 Florida Building Code Online Florida r l _ product Approval 0, USER: Public User Product Approval Menu > Product or Aoolimtion Search > Application List i. Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity AL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL other ALL FL# Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description Approved for use outside HVHZ Design Pressure Refine Search 15000 ALL ALL ALL ALL ALL ALL ALL iearch Results - A ucanuu- :yalidated By Sta us FL# T a Manuf_ actureran]. King, P.E. Approved F115000-R2 Revision Therma-Tru Corporation y3) 767.6555 Category: Exterior DoorsHistoSubcategory: Swinging Exterior Door AssembliesfAoorpvedbyDBPR. ApPmvals by DBPR shall be revewedratified by the POC and/orthe Common if necessary Page I of 1 a Contact Us ;; 2601 Blair Stone Road Tallahassee FL 32399 Phon • 850-487-1824 2013 State of Florida..:: Privacy Staterr QOt :: °r'e"ibil._--s--- fi—S reme^t ". Rind statement The State of Florida Is an AWE EO employer* -° '"- " u do not send hone or by traditional mail. If you have any questions, please contact 850.487.f395.'Pursuant toUnderFloridalaw, email addresses are public records. if You do not want your e-mail address released" In response to apublic-records reqelectronicmailtothisentity. Instead, contact the office by PSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed the under Chapter 455, F.S. must provide the Departmentrecor with an email address it they have one. The emails eP may be ice the used for entthwl l co email address th can be made available to the paddep- However emailr ubc To are public if You are da Iicensee under supply a personal address, P Chapter 455, F.S., please dick her . Product Approval Accepts: hkc I'curit ti'>,tF rli.lc5 Page 1 of 3 Florida Building Code Online BCIS Home i Lo9 1n User Registration •j Hot Topi6 Submit surcharge Stats & Fads Publications FBC Staff E BCIS Site Map Links Search Florida m.. r Product ApprovaliyIUSER: Public User r-0nlln 9eardi > Aooliation List > Applira6on Detail Productprodud Avg > - _ -- FL1S000-R2 FL # Revision Application Type 2014 Code Version Approved Application Status Comments Archived Therma-Tru Corporation Product Manufacturer 118 Industrial Drive Address/Phone/Email Edgerton, OH 43517 419) 298-1740 rickw@ rwbi d g co nsu lta nts. co m Vivian Wright Authorized Signature rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Small Exterior Doors Category Swinging Exterior Door Assemblies Subcategory Evaluation Report from a Florida Registered Architect or a Licensed Compliance Method Florida Professional Engineer SZ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/2018 Ryan J. King, P.E. R Validation Checklist - Hardcopy Receive Certificate of Independence FL1500 eirtlfi"t' of r dependence.odf Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSASOl/I.S.2/A440 Year 2005 1996 ASTM D1929 1999 ASTM D2843 2D03 ASTM D635 1998 ASTM E1300 2000 ASTM E84 1995 ASTM G26 1994 TAS 202 Equivalence of Product Standards Florida Licensed Professional Engineer or Architect Certified By FL15000 R2 Eouiv FI 15000 Eauiv of Standards. d Page 2 of 3 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D D5/29/2015 Date Submitted /28/201506DateValidated p Date Pending FBC Approval 07/ 2805/5 2011 DateApproved 20 summary ofProducts Model, Number or Name Description FL # ooth-Star" Door with & 15000. 1 a. " Fiber -Classic" or "SmSidelite(s) m Outswing (Xe Fiberglass OX orX0without OXO, XXI O O Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant No Design Pressure: N/A other: See INST 1500o.1forDesignPressureRatings, any additionaf use limitations, installation instructionsandproductparticulars. (This product approval requires the use of "J" part number doorsandsidelites, which have been stained or painted within 6 months of installation.) 15000.2 b. "Fiber -Classic" or "Smooth -Star" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant No Design Pressure: N/A other: See INST 15000.2forDesignPressureRatings, any additional use limitations, installation instructionsand. product particulars. (This product approvalrequirestheuseof "J" part number doorsandsidelites, which have been stained or painted within 6 months of installation.) 15000.3 c. "Fiber -Classic" or "Smooth -Star" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A other: See INST 15000.3 for Design Pressure Ratings, any additional use limitations, installation instructionsandproductparticulars. (This product approval requires the use of 9' part number doorsnsidelites, which have stained or painted wiwithin6monthsofinstalbeen installation.) 15000.4 d.Fiber-Classic" or " Smooth - Star" Installation Instructions FL15000 R2 II INS- 15000. 1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL1500_ 0 R2 AE EVAL 15000.i. odf Createdby Independent Third Party: Yes Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15000.4 for DesignPressureRatings, any additional use limitations, installation instructions and productparticulars. (This product approval requires theuseof "]" part number doors and sidelites, which have been stained or painted within 6 months of installation.) 6'8 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Installation Instruct i 5000.2.Ddf ons Fl 1500_— oR2 II INSI Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15000 R2 AE EV_I 15000 2. odf Created by Independent Third Party: Yes 810 " Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Installation Instructions FLi5000R2 II IN$ i5000. 3. odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL1500 i i FOOD 3.odf 0 p Created by Independent Third Party: YesSidelite(s) inswing orXO, e Fiberglass Door with & without OXO, XX, OXXO Configurations) Installation Instructions Fl 15000 R2 II IN51 15000. 4.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Fl 15000 R2 AE EVAL 15000 4.odf Created by Independent Third Party: Yes 810 "Non - Impact" Glazed Double Fiberglass Door - Outswing Inswing (XX Configurations) 15000.5 I e. "Fiber - Classic" or "Smooth -Star" Florida Building Code Online Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/AOther: See INST 15000.5 for Design Pressure Ratings, anyadditionaluselimitations, installation instructions and product particulars. (This product approval requires the use of "]" part number doors, which have been stained or painted within 6 months of installation.) - 15000.E f. "Fiber -Classic" or "Smooth -Star" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15000.6 for Design Pressure Ratings, anyadditionaluselimitations, installation instructions and use product particulars. (This product approval s of "J" part number doors, which have been stained or painted within 6 months of Installation.) Page 3 of 3 Installation Instructions dfF5000R2IIINST15D00.5. 1Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15000 R2 AE EVAL 15000.S.ndf Created by Independent Third Party: Yes 6'8 "Non -Impact" Center Hinged Glazed Fiberglass Double Door - Inswing (OX or XO Configurations) Installation Instrucions15000 6.odfu00R2II Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15000 R2 AE EVAL 15000.6.odf Created by Independent Third Party: Yes 6 Next contact Us ; lair * a Road Tallahassee FL 37399 Phone• 85-487-1824 fie State of Florida is an WEED employer. co m_m 9 State of Florida.:: privacy Statement ^ _A sibiliri Statement :: Refund Statement hone or by traditional mat. if you have any questions, please contact 850.487.1395. *Pursuant toUnderFloridalaw, email addresses are public records. If You do not want your a -mail address released in response to a public -records request, do not sendelectronicmailtothisentity. Instead, contact the office by pSection455.275(1), FloridaStatutes, effective October 1, 2012, licensees licensed under Chapter 455, F_5. must provide the Department with an email address iemaitsleaseprovidetheDepartmentwithanemailaddresswhidrcanbemadeavailabletothepublicTodetermineifyouarealicenseeundertheyhaveone. The Florida provided may be used for official communication with the licensee. However email addresses are public mmrd. If you do not wish to supply a personal address, P Chapter 455, FS., please dirk here_• Product Approval Accepts WE y5ecit rite• At E17tt C ; 4 THERMA I I RU THERMA TRU DOORS 11e INDUSTRIAL DR., EDGERTON, OH 43S17 FIBER CLASSIC" / "SMOOTH STAR" 8'0 INSWING W/ & W/OUT SIDELITES FIBERGLASS DOOR NON -IMPACT" GENERAL NOTES 1. This product has been evaluated and Is In compliance with the 51h Edition (2014) Florida BuildingCode (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used In the "HVHt' this product Is required to be protected with an Impact resistant covering that compiles with Section 1626 of the FBC. 4. When used In areas outside of the "HVHZ" requiring wind bome debris protection this product Is required to be protected with an Impact resistant covering that complies with Section 1609.1.2 oftheFBC. 5. For 2R stud framing construction, anchoring of these unlls shall be the some as that shown for 2Kbuckmasonryconstruction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis byalicensedengineerorregisteredarchitect. 7. This product does not meet the water innllrailon requirements for the "HVHT'. Inswing units shall be lnstallBd only In non-habllabte areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill Is less than 45degrees. TABLE OF CONTENTS SHEET DESCRIPTION 1 Ty ical elevallons, design ressures & general notes 2 Door panel details (Smooth star 3 Door ponel detalls (Fiber classic) 4 Sidellle panel details & glazing detalls 5 Vertical cross sections 6 Horizontal cross sections 7 Horizontal cross sections B Buck Anchoring 7 Frame anchoring 10 Frame anchoring 11 Astragal detalls 12 BIII of materials & Components 10550" MAX. OVERALL FRAME WIDTH J 5 IN -ACTIVE ACTIVE LOU 37.50" MAX. OVERALL FRAME WIDTH s 0 pl 7 J- SINGLE INSWING LiNt x SEE DETAIL 6SHEET8 5 5 DOU13LF WZSIQELITES INSWING UNI oxxo 74.50" MAR. OVERALL I FRAME WIDTH A n SEE DETAIL SHEET 66 5 DO-0 INSWIN IN!r XX ON SEE DETAIL 'V/ 9 5SHEET6 SINGLE W/SIDEI rrEg LN51MING UNIT aP GNPR S3 REllfj0l(WfjtREyyATE(ttN ILTRATIONIS4NDTNEELS tl)u f T1 TYR 0CVrrNoUTyRfACEOQLf3 WfTFI{S 16Acl SINGLE 67.0 -67.0 DOUBLE 47.0 47.0 60.0 60.0 SINGLE DOUBLE WITH SIDELITES 47.0 47.0 60.0 60.0 SCALE: N.T.S. DWD. BY: JK CHK. BY; LFS DRAWING NO., FL-15000.4 SHEET I OF 12 m 36.W'MAX. DOOR PANEL WIDTH 2 2 c9IDS . 23 IL Cl 18 DOOR PANT Smooth Star EZI RIOR 1 s ID;1' 11 INTERIOR 1 HORIZONTAL CROSS SECTION 2 DOOR PANEL 4.037" 0.336" j -"--I 1.545" I-- C\ LATCH STILE it TOP RAILSMOOTHSTAR) ( SMOOTH STAR) 1.545' L E1 HINGE STILE ( 1 BOTTOM RAILSMOOTHSTAR) ( SMOOTH STAR) VERTICAL CROSS SECTION 2 DOOR PANEL iO U rn D' U N •. E. = m V 0 E 'o Z R III11111amigil 2ATE:02 24 12 i sGl.fl N.r.s. 9 DWG. sT: JK I m' Gam• M. LFS 3 DMWING NGa FL-15000.4 " 0 SEE HT2 _ DF 12 .". 36.00" MAX. DOOR PANEL WIDTH 2 3 d DOOR Fiber Classic 1 HORIZON J DOOR PANEL 335" a1, 022h t : 1 LATCH STILE FIBER CLASSIC) 0 HINC-_ FIBER CLASSIC) 2 TOP RAIL FIBER CLASSIC) 5 BOTfOM RAIL FIBER CLASSIC) 6)JVERTICALCROSS SECTION DODRPANELU 10 le. r 0 n U N •; No g 9gon NzWiz° MBys o z O 4 12 iT.S. GJK m' LFS ; G0. 4 "0 1 i N INT Rl INTERCEPT SPACER 40 41 SEE NOTE 1 5„ INSULATED G AqC wi SMC LITE FRAME Gi AZl ETA 13.P375" MAX. PANEL WIDTH 7.125"MAX. D.L.O. WIDTH rf 1/2" MIN. 33 . 32 GLASS THK. 40 1/Z'GLASS 1/2" MIN. 1/8.• BITE XT RIOR GLASS THK. TEMPERED Fz 40 GLASS GI TEMPERED GLASS AIR SPACE 1181, AIR SPACE TEMPERED 25" STEEL 118" GLASS INTERIORINTERCEPT TEMPERED 40 SPACER GLASS 29 SEE NOTE 1 5"INSU AT D A S W/ PAC._LITE FRAh!E CI47V p TAII J, — 1, yf30 o U=- 9a SEE NOTE 1 U U ai HORIZONTAL CROSS SECTION 4 SIOELITE PANEL p o J 1 4 2.152" 2. 676' 1. 526" IA 42 L til PLASTIC LIP LITE FRAME EXTRUDED PVC 526" PLASTIC LIP LITE FRAME 1 CLw, EXTRUDED SMC 1.077" 1 1.077' t <, VERTICAL CROSS SECTION 4 SIDELITE PANEL 2 I q 1.531" n 1-- NOTE, I. Spacing41 for Item #29 & J41 (Ilte frame screws) is as follows: From the bottomSIDELIT_ E pqN Smooth Star 1 SIDELITE TOP & BOTTOM RAIL FINGER JOINTED PONDEROSA PINE, SG=0.43 J SIDELITE BLANK SIDE STILE up on sides; 6.5", with (7) more spaced at 9.675" o.c. there are (2) screws both top and bottom at 2.125" In from eachFINGERJOINTEDPONDEROSAPINE, SG=0ner. 43 j u O 2 2 U TE, 02 24 12 i aE: N.T.s. 9 JK m' K. °+', LFS 3 WING NO.: K FL-15 000.4 " 0 ET 4 Or I2 N Z ter•• if•:' :: 47 y e•i' r m 26 19 14 31 v v' 4. : ^ 12 VERTICAL CROSS SECTION5b E 2 INTERIOR 46 SEE NOTE 2 I a ram- SEE NOTE I XT RIOR -Vj— INT RIOR 110 SEE NOTE 1 11 L <1 VERTICAL CROSS SECTION5 ter I m G m rrt1i1111 111\\ vi n U a.' e. 7 OLm Km Y1O91e E..1 ... d rn Y d ` 0 le 28 maL 39 31 E o` a p 17 z qq 30 f 14 20 S',..,. oU EXTERIOR t;:',.s-': INTERIOR mj chi A 47 7. 1• SEE NOTE 2 0 o J 3 VERTICAL CROSS SECTION5Shownw/lx sub —buck OPTIONAL SURFACE BOLTS ON ACTIVE PANELSEEDESIGNPRESSURECHART) j zdQIE. z 1 • The sidelite Is direct set Into the jamb with (12 w Item J143 a ) at each vertical xa2„ pfh. wood screw. There are (4) m 31 48 5•. J mb, from the top down at 13.S" z udo66Thereore (2) at the header t D^TES 02 24 12 z2) 4° from the outside corners of the frame. there are Sr1lE: N.T.S. 913a %%8 x 2-112" pfh. wood screw at thesill. 4" from the outside comers. DWD. eY: JK m 2. OPTIONAL SURFACE BOLTS ON cHH. sr: LFS 3 SEE DESIGN PRESSURE CHART) ACTIVE PANEL OMNL NO.. D FL-15000,4 " a SHEET 5 or 19 N Man? C-SINK 13 SEE NOTE 1 ` llQIE 4J I. The sidellte Is direct set Into the Jambwith (12) Item #43 a #8 x 2" pfh. woodscrew. There are (4) of each verticalJamb, from the top down of 13,5", 48.5" a •• 31", 66". There are (2) at the headerof4" from the outslde corners I of theframe. there are (2) #13 a 118 x 2-1 2" p/h. woods 1iF\_:'' 1.,"' d•. •"f '`' r•i at the sill, outslde crew 4" from thecorners. 36 41 29 45 44 ,• , I , I— 1-1/4" MIN, JNIERLf2[j P.Ma. Pp.)' 1 HORIZONTAL CROSS SECTION6 OPTIONAL SURFACE BOLTS ON SEE DESIGN PRESSURE CHART) PANEL HORIZONTAL CROSS SECTIONs i 0 ph O I-1 /4" MIM EMB, (n e HORIZONTAL CROSS SECTION MM. 1. The sldelite Is direct set into the Jamb with (12) item J43 a J8 K 2" pfh. wood screw. There are (4) at each vertical Jamb, from the top down at 13.5, 31 ", 48.5" & 66', There are (2) at the header4" from the outside corners of the frame. thereat2) if 13 a fB x 2-112" pfh, wood screw at the are Bill' 4" from the outside corners. 1-I/4"MIN, EMB. (TYP.) i 1 1 kI 15"MIN. C-SINK 17 13 Ui J" W * 2—Zz 22 Z a m FXT RIOR 10 dIeEZoZma9qo! MT RIOR 2 y 10 E W 12 16 0 ti 2 _ HORIZONTAL CROSS SECTION 38 I 0 t n QJ 6 O o 35 21 C-SINK 43 J } m SEE NOTE 1 -EXLEging 43 7 1A 8 4 Z 36 3 -t 3 44 45 13 o o = z a 18 BATE: 02 24 12 i J 1 HORIZONTAL CROSS SECTION INT RIOR s N,T.S. 9 owc. er: CNK. BY: LFS 3 CBAWING NC.: C FL-15000.4 v SNEET 7 OF 17 N ram_ 4„ II 38 MASONRY OPENING TYP. HEAD II & JAMBS II II 2X BUCK II II I I MULLIONIISHOWN FOR II REFERENCE II II II 4' 1 4,. II I I II I I II II I I II I I II ASTRAGAL II II SHOWN FOR II II REFERENCE II II II II II II II II MULLION SHOWN FOR II II REFERENCE II II I I II II II I I II II it II DOURI F nnnm w_ SIOFI TES BUCK A_ NCHO _RING MASONRY - OPENING CONCRHTEANCHOR NOTES: 2X BUCKS 1. Concrete anchor locations at the comers may be adjusted to maintain the min. a edge distance to mortarjoints• n 2. Concrete anchorlocations noted as''mAX. ON CENTER"must be adjusted tomaintainthemin. edge distance to mortar joints, additional concrete anchorsmayberequiredtoensurethe',m X. ON CENTER" dime3Concreteannsionare not exceeded. chor table: AN_eHO{` ANCHiSk.::;j'':•;tillNi':;;'.:-: a MICJ::C4:E IRri!?I;.::MIN:CI_r4:R I:NG,Ei: 75?%MASgNR:1 ci:; ::.:TCI;A:UJAC ...:..: Ni',;.:.;.. .... €M.'..' ... ITW TAPCON® 2" 4" ELCO ULTRACON® 1/ 4" 1-1/4'. i" 4„ a d fS4" 84 II it II II II 38 II II TYP. HEAD II JAMBS II II I II I-MULLION SHOWN FOR II II REFERENCE II II I II I I I MULLION./ I I II SHOWN FOR II II REFERENCE II II II II it II it SINGLE DOOR W SIDFIITESNC BUCK ANCHORINGMASONRYOPENING 2X it II 3a II TYP. HEAD II JAMBS II ASTRAGAL II SHOWN FOR II REFERENCE II II II II II II II II II II II MAS OP 2X Ci 06, 351_NGLE DOOR BUCK ANCHORING 7 MASONRY OPENING 2X BUCK SEE DETAIL 3„ THESE (2) ANCHORS 1 3" REQ'D ONLY WHEN DP > 47 PSF I I - I: I!. MASONRY OPENING H FRAME 2X BUCK SEE AIL VIEW .,B" „B„ 7- El" —1 A„ J2QUEILE DOOR WISI12ELIT CONCRETEANCHOR NOTES.• 1. Concrete anchor locations at the corners may be adjusted to maintain the min. edge distance to mortarjolnts. 2. Concrete anchor locations noted Cis "MAX ON CENTER" must be adjusted toa maintain the min. edge distance to mortarjoints, additional concrete anchorsmayberequiredtoensurethe "MAX. ON CENTER" dimension are not exceeded. a 3. Concrete anchor fable. AN.CH4?Xi'ANisCflt? is??:;<i.'•:.,....,.. i,:t r::fh1.INz>CGf:RA:N'...:;;;.... ..:.. , ,; .:..... Ct MMIN IN . i xa ANG I:T:.W::.::::;»>: s;:•rsE a:•>;r::tarr:;•:;;a,nniJ HpC'ERN?;;r%;.> TAPCON® 1/4" 4" :;-.: 2 ITW TAPCON® 3/16 1.1/4" 3" WOOD SCREW INSTALLATION NOTES' 1. Maintain a minimum 5/8" edge distance, I" end distance, & 1"o.c. spacing of woodscrewstopreventthesplittingofwood. bg VIEW " C"—"C" V' o"m 1 A m4 1a. 33. iJ W/2X BUCK INSTALLATION W/ 1X BUCK 39 INSTALLATION TYP. HEAD & JAMBS 0 BUCK TYP. 43 TYP. SILL( I DETAISEEL 5" m ZD a m V rr' U x Z E m Z m° P V fVc Zd 1 VIEW SINGLE DOOR W SID IITP4 13 0 48 30 30 W/ 2X BUCK 13 0 31 13 INSTALLATION 31 W/ 1X BUCK 48 INSTALLATION DETAIL " 3" DFTAI "2" ASTRAGAL & SURFACE BOLT STRIKE PLATES O HEAD 13 31 31 13 o r 30 E= 30 DLTA4„ DETAIL "1" SURFACE BOLT STRIKE. PLATE THRESHOLD DATE: 0112124112 1i scuE, N.T.S. 9 owC- er: JK m ENk• : LFS 3 ING NO.: I FL- 15000.4 I N a 3HEEi= pp 1 _® d.. A„ LL SEE 1J DETAIL "2" MASONRY INSTALLATION OPENING B W/1X BUCK INSTALLATION TYP. HEAD & rg Li FRAMES JAMBS O ti 2X BUCK SEE NP• SILL DETAIL "1 "\ III p DETAIL "3" oylEw "B" "s" _ .•. — DO B DOOR 3 CONCRETE ANCHOR NOTES: 1. Concrete anchorlocatlons at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted foa n maintain the min, edge distance to mortarjolnts, additional concrete anchorsmayberequiredtoensurethe "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor fable: 0 51Z' RE ENi 70 jNA$ONRY TO ADJ 9CFNT .: FOGS......... AtV . . . ITW..::. 6 TAPCON0 1/4" 1•1/4" 2:1 4" F ITW TAPCON® 3/16" 1.1/4" 3" WOOD SCREW INSTALLATION NOTES, 1. Malntaln a minimum 5/8" edge distance, 1"end distance, & 1"o.c. spactng.ofwoodscrewstopreventthesplittingofwood. R DETAIL C.. "A" 16 iJ W/2X BUCK INSTALLATION J9 w/tBucK MASONRY INSTAx LLATIONOPENING T'P• HEAD JAMBSFRAME — 2X BUCK SEE u DETAIL O " 5" 14 TYP. SILL — SINGLE DOOR ' W/ 2X BUCK W/ iX BUCK INSTALLATION INSTALLATION 13 O W/ 1X BUCK W/ 2X BUCK INSTALLATION INSTALLATION VIEW p bJO: o m z at rn nn i yy dM m' w U N 0 o= iEm3MMeng 9 6 VEozc 1 i49 30 30 1331 31 48 P50 8M. Li 13 DETAILS N ASTRAGAL & SURFACE BOLT 10 STRIKE PLATES ® HEAD I* DETAIj,_' 3" o i DETAIL " 5" 31 31 Qo W/ iX BUCK 50 0 z INSTALLATION o z n° i DnTE: 02 24 12 W/ 2X BUCK 13 30 r 30 SCALEN.T•S. ° INSTALLATIONJK m' DETAIL "1" - DWG. BY: DETAIL " 4" SURFACE BOLT STRIKE PLATE CH. BY: LFS 3 THRESHOLD DMW NO NO.: FL- 15000.4 " 0 SHEET 10 OF I2 N Y Viz'.Z M a'—` m 95.25" y U N •• z v 0 x Z 18.38" 20:63" 18.5 14.3B" cw otaarng w Ou c o E oz Cw a Ja 27 27 TyP' J TYP. o a a 14.5" 4.5' 3.25' 1.910" 0.75' v 0 0.063" Ll N E NOTE 1SE n a I o a 0.126" { m o° z DATE:02 24/12 i scALE: N.T.S. s ASTRAGAL DETAIL 24 DWG. BY: JK m i NOTE: CHK. BY: IFS 3 1. THE ASTRAGAL BOLT HAS A 3" THROW AT THE TOP OMWINC N0: AND THE BOTTOM. FL-15000.4 SHEET 11 OF 12 N 7 9 Item DESCRIPTION Material 1 FIBER CLASSIC (FC) PANEL SKIN 0.11" MIN. THK. FIBERGLASS BYTHERMA-TRU with yield strength Fy(min.)=6,000 psl FIBERGL45S IA SMOOTH STAR SS SASH k PANEL SKIN 0.07 MIN. THK. FIBERGLASSBYTHERMA-TRU with Zmld strength Fy(min.)=6,000 psi . FIBERGLASS T FC TOP RAIL WOOD COMPOSITE 3 FC LATCH STILE WOOD COMPOSITE 4 FC HINGE STILE PONDEROSA PINE SG=0.43 WOOD 5 FC BOTTOM RAIL WOOD COMPOSITE 6 POLYURETHANE FOAM 1.9lbs. DENSITY FOAM 7 SHORT REACH COMPRESSION WEATHERSTRIP IT LONG REACH COMPRESSION WEATHERSTRIP FOAM 9 4" x 4 HINGE .097 THK. STEEL 10 10 x J 4 LC. PFI4 WOOD SCREW STEEL 11 MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE 12 10 x 2 LG. PFH WOOD SCREW STEEL 1J 8 x 2 1 2• LC. Pill WOOD SCREW STEEL 1; 1 4 x Z-1 4' ffW PFH CONCRETE SCREW STEEL 15 SIOELITE BOTTOM BOOT .090' EXTRUDED I— 16 2X BUCK 50 >= 0.55 17 MAX. 1 4 SHIM MATERIAL 18 KWIKSET PASSAGE LOCK - SIGNATURE SERIES imaI9SELFADJUSTINGINSWINGSADDLETHRESHOLD 20 HEADER PONDEROSA PINE SG=0.4J 21 STRIKE JAMB PONDEROS4 PINE, SG=0.43 22 HINGE JAMB PONDEROSA PINE, SG=0.4J 23 KWIKSET DEADBOLT - SIGNATURE SERIES 780 24 HURRICANE ASTRAGAL ALUMINUM 24A ASTRAGAL FLUSH BOLT STEtI- 24B ASTRAGAL FLUSH BOLT RETAINER ALUMINUM 26 IX BUCK SC >= 0.55 WOOD 27 110 x 1-1 2 LC. PANIIEAD SHEET METAL SCREW STEEL T8 INSWING DOOR BOTTOM SWEEP VINYL 29 6-IB x I-J 4 PHILUPS MTHE40 SCREW FOR ITEM J3 STEEL 30 SURFACE BOLT STRIKE PLATE STEEL 31 jig x 2-1 2' PHILLIPS FLATHEAD WOOD SCREW 5TEEL 32 1 8 THK. CELLULAR GLAZING TAPE SHK-11 I L 33 PLASTIC DP LTTE FRAME PVC PVC 34 PLASTIC UP LRE FRAME (SMC) SMC 35 BLANK JAMB PONDEROSA PINE, SG=0.4J WOOD J6 SIOELITE SIOE STILE PONDEROSA PINE, SG=0.43 WOOD J7 10 z I-3 4' LG. PFH WOOD SCREW STEEL JB 1 4 x 2-3/4* PFH ELCO OR RW CONCRETE SCREW STEEL 39 1 14" x J-J 4 I1W PFH CONCRETE SCREW STEEL 40 SIUGONE CAULK DOW 795 SILICONE I 8-10 x 1 1 Z PLASCREW FOR ITEM 34 STEEL 4Z 1 SIDELRE TOP dr BOTTOM RAIL PONDEROSA PINE bti-MJ WOOD 4J 8 x 2" LG. PFH WOOD SCREW STEEL 44 1 JIB x 3781 QUARTER ROUND FINGER JOINTED PINE WOOD q5 I" L. x .040 VIA. BRAD TRIM NAIL STEEL 46 IDES SURFACE BOLT 454 .25 STEEL STEEL 47 1 4-20 SEX BOLT W 14-20 FEMALE END STEEL 48 J I6' x 3-1 4 ITW PFH CONCRETE SCREW STELI- 49 ASTRAGAL STRIKE PLATE STEEL 50 14" x J-1 4" IIW PFH CONCRETE SCREW STEEL 54 SS TOP RAIL WOOD COMPOSITE 55 SS LATCH STILE WOOD COMPOST 56 SS HINGE STILE PONDEROSA PINE, b(,-U.4Jj WOOD 51 55 BOTTOM RNL WOOD COMPOSITE B.00O' 46 SURFACE BOLT OVFS 25" STEEL) 1.063" J 021 WOOD FRAMFINGER JOINTED PONDEROSA PINE, SG=0.43 5. 750' L r 19 SELF ADJUSTING SADDLE THRESHOLD ALUMINUMZVJtIYL . 045" WALL ALUM. 080" THK WALL VINYL TYP. 1%.•, ti, i A h Z M 0`- J y da; N oLa r mdn.0 t-•--- 2.87S' v d SURFACE BOLT STRIKE PLATE (125" STEEL) o o a Z 30 gO m 00 U O U. o a a. y m U 28 INSWING DOOR BOTTOM SWEEP o NVINYL . 080" MAX. WALL, w 035" MIN. WALL 2. 141' --{ 691" -'- I IFL -T 15 INSWING SIDELITE BOTTOM BOOr 0. 09" EXTRUDED VINYL WALL 11 o o o z02124112 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS 07" Llla-15NO.: F000. 4 Florida Building Code Online Page 1 of 1 f" a°4CWc PAAimB tFy Syr o f r r3 i Evz r r y.; _ dNr m Product Approval USER: Public user Product Approval Menu > Product or Application Search > Application List Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Refine Search FL# 14039 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description All Approved for use outside HVHZ ALL Design Pressure ALL Search Results App icavons FL# Type Manufacturer Validated By Status FL14039-R2 Revision Ply Gem Windows National Accreditation & Management Institute Approved Category: Windows 804) 684-5124 History Subcategory: Single Hung t..,. onr -Hior the Commission if necessary. APProvep py Worn. mpp: .o ,.r...., __._.._..----- Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone, 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2012 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant tosection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email addressddf5 which cae click made ham, e available to the.public To determine if you are a licensee under Chapter 455, plea Product Approval Accepts: g7a g Credft Card Safe Sl'CIIAt P Al i.l' ILK'S r .r _ ___ 1, 4- 11 /29/2017 Florida Building Code Online Page 1 of 2 BCIS Home Log In User Registration j Hot Topics j Submit Surcharge Stats & Facts j Publications i FBC`Staff BCIS Site Map ; Links search Florida - Product Approval USER: Public User irecri::e.:r: Product Approval Menu > Product or Application Search > Application List > Application Detail 4'r FL # FL14039-R2 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 614) 532-3596 luanne.harris@plygem.com Adam Blomberg ablomberg@ptygemwindows.com Windows Single Hung Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard AAMA/WDMA/CSA lol/I.S.2/A440 Method 1 Option A 04/22/2015 04/22/2015 04/25/2015 10/12/2017 Year 2005 I. I I- --- -1..1 11 /7q/7.017 Florida Building Code Online Page 2 of 2 FL # Model, Number or Name Description 14039.1 4712/4812 Single Hung 4712FL/4712F/4812F Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14039 R2 C CAC NI010366 01-R2.odf FL14039 R2 C CAC NI010366 02-R2.pdfApprovedforuseoutsideHVHZ: Yes FL14039 R2 C CAC NI010366.03-R3.odfImpactResistant: No Design Pressure: N/A FL14039 R2 C CAC NI010366-R2.1)df Other: See installation detail for sizes and ratings. FL14039 R2 C CAC NI010367 02-Ri.odf FL14039 R2 C CAC N1010367.03 Rl.pdf Quality Assurance Contract Expiration Date 08/31/2018 t Installation Instructions FL14039 R2 II PGW029 SS.pdf FL14039 R2 II PGW030 AT.pdf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14039 R2 AE PER3050 SS 2015-04-19.pdf Created by Independent Third Party: Yes 8adc Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32392 Phone, 850-467-1824 The State of Florida is an AAJEEO 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 bhave 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 o email address if yphoneorbytraditionalmail. If you to 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 re a licensee under dersupply a personal address, please provide the Department with an email address which can be made clickhere • available to the public. To determine if you a Chapter Product Approval Accepts: W; Credft Card Safe 4CCUI' It>'t 1Z1t[Cti' Jtl 11/79/?nl7 Jr— rL- 0 0 ori-1— INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF±1/2INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. FLANGE INSTALLATION: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/ MASONRY, USE ONE (1) 3116 INCH ITW TAPCON PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 1114 INCH MINIMUM EMBEDMENT. I S. FLANGEINS IALLATION: FOR INSTALLATION THROUGH STEEL STUD USE ONE (1)$110 SELF -TAPPING SCREWS PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM ENGAGEMENT INTO METAL FRAME SUBSTRATE. S. FIN INSTALLATION: FOR INSTALLATION THROUGH STEEL STUD USE ONE (1) NB SELF -TAPPING SCREWS PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM ENGAGEMENT INTO METAL FRAME SUBSTRATE. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. B. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. DISSIMILAR MATERIALS MUST BE SEPARATED OR COATED. 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE 15 MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. B. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1(OR GREATER). C. STEEL- MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALLTHICKNESS OF 33 MILS. (20 GUAGE) PLY GEM WINDOWS 471214812 SINGLE -HUNG (NON -IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC) EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 1D1/1.S.2/A440-05 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X AND METAL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION, 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: ALUMINUM 6063-TS 7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEET 5 FOR GLAZING DETAILS. 8, DESIGNATIONS "X" AND "O"STANDFOR THEFOLLOWING: X: OPERABLE PANEL 0: FIXED PANEL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A GENERAL & INSTALLATION NOTES 2 ELEVATIONS & ANCHOR LAYOUTS 3 4712FL VERTICAL & HORIZONTAL SECTIONS 4 4712F VERTICAL & HORIZONTAL SECTIONS 5 4812F VERTICAL A HORIZONTAL SECTIONS PRODUCT OVERALLSIZE DP RATING PST) MISSILE IMPACT RATINGWIDTHHEIGHT 4712FL 48" 83.93" 50 / -70 NOT RATED 4712FL 53" 72" 50/-60 NOTRATED 4712F 53" 72" 50 / -60 NOT RATED 4712F 48" 83.93" 50/-60 NOT RATED 4812E 48" 84" 50 / -60 NOT RATED 4812E 1 48" 96" 30/-30 NOTRATED Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date; 2015.04.10 10:48:44-04'00' F6 PLy GEMWINDOWS 433 N. MAIN ST.. PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-494-6346 FX: 540-4114.6683 C1 it 0 2 p ZZ N a m n a m m N z m 2¢ m d p a a Z H a Z w J <Z so¢ w w rn xaM LLuuF- o 71 ~ Oh' o 1 ;ILL m vl U1 >< Z ¢ 12 om i == uZ cd o W DWG #: PGWo29 SHEET: q of 5 UNIT MAX. WIDTH 53.00" D.L.O MAX. WIDTH 49.44" B F 3 4 D 3 UNIT MAX. HEIGHT 72.00" H „X„ A E 3 4 SASH MAX. _..- WIDTH 51.25" ELEVATION D.L.O. MAX. HEIGHT SASH MAX. HEIGHT 36.31" SEE ANCHOR SEE ANCHOR SCHEDULE SCHEDULE 'I ANCHOR LAYOUT UNIT MAX. WIDTH 48.00 D.L.O MAX. WIDTH 44.31" J 5 B F 3 4 K- D 5 3 „ 0,. UNIT MAX. HEIGHT 96.00" H „X„ 4 SEE ANCHOR SCHEDULE SEE ANCHOR SCHEDULE SASH MAX. WIDTH 46.25' ELEVATION D.L.O. MAX. HEIGHT 45.56" SASH MAX. HEIGHT 35.88" EDGE HEAD SILL JAMB O.C. CORNER ANCHOR TYPE INSTALLATION QTY PER SUBSTRATE EMBEDMENT DISTANCE O.C. DISTANCE O.C. DISTANCE DISTANCE DISTANCE TYPE LOCATION IN') IN.) IN.) IN.) IN.) IN.) B SELF -TAPPING FIN 1 STEEL STUD 3 THREADS N/A 12 12 9 4 3/16" ITW TAPCON FLANGE 1 CONCRETE/MASONRY 1.25 2.5 20 20 4 10 SELF -TAPPING FLANGE 1 I STEEL STUD 1 3 THREADS N/A 20 20 4 PLY GEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA Z4151 PH: 540-484-6348 FX: 540-484-6683 j m m U o y H Q m LL 7- w ¢ N ZO m H H m d' o n Z w N ¢ Z m w W m n m wf- m 0 H zO H V W. 0 k a C•i11 Stet+' iuCovmZUl a 2= uZ DWG #: PGW029 SHEET: 2 OF 5 1/4" MAX. 3/16" ITW TAPCON SHIM SPACE GEMINSTALLATION3THREADSMIN. ® PLy V Et VlANCHORENGAGEMENTr ,z5,g CONCRETE/ MASONRY BY OTHERS F WINDOWS CAULK BETWEEN 21/2" MIN. # 10 SELF -TAPPING SCREW `•' ''',' INTERIOR EDGE DISTANCE 43 ROCKYAMOUNT, VA 24151 9 CONCRETE/ MASONRY d IX INSTALLATION ANCHOR WOOD BUCK BY OTHERS PH: 540-484-634B FX: 540-404-6683 IX WOOD BUCK m BY OTHERS METAL STUD FRAMING SEE GLAZING 1 1/4" MIN. BY OTHERS DETAIL 1 0N < $ T EXTERIOR FINISH EMBEDMENT = a H o o g BY OTHERS r aVlO z V) m J mz SHEATHING CC umw 1/4" MAX, BY OTHERS EXTERIOR H z H PERIMETER CAULK h Z o SHIM SPACE ¢ CC H O.A. BY OTHERS I ,w+ w - m w a $ WINDOW EXTERIOR FINISH '•.•'.•••. HEIGHT BY OTHERS SEE GLAZING—"" O.A. PERIMETER CAULK WINDOW w EXTERIOR DETAILI INTERIOR BY OTHERS WIDTH 0 VERTICAL SECTION D HORIZONTAL SECTION 3 HEAD-1X WOOD/CONCRETE/MASONRY 3 JAMB - STEEL STUD FRAME 4712 FLANGE 4712 FLANGE 11/4" MIN. EMBEDMENT Q SHIM SPACE CONCRETE/ MASONRY BY OTHERS F 1 (D CAULK BETWEEN H CONCRETE/ MASONRY d IX EXTERIOR INTERIOR WOOD BUCK BY OTHERS Lu Luw INTERIOR IX WOOD BUCK (y SEE GLAZING BY OTHERS DETAILS 3/16" ITW TAPCON INSTALLATION ANCHOR z O.A. WINDOW HEIGHT STRUCTURAL GRADE 1/4" MAX. / 21/2" MIN. ` SILICONE BY OTHERS SHIM SPACE EDGE DISTANCE EXTERIOR FINISH w BY OTHERS 1XWOObBUCK :'i; ..: . ' d'• 'icy '• BY OTHERS a . `. ° i '•+ SEE GLAZING DETAIL '• E1EXTERIOR FINISH j7 h' •* pR BY OTHERS CAULK BETWEEN EXTERIOR o CONCRETE/ MASONRY $ IX PERIMETER CAULK m n CO Z J vl WOOD BUCK BY OTHERS f O.A. BY OTHERS ¢ 26 z Y = v WINDOW Za vl CONCRETE/ MASONRY BY OTHERS WIDTH A VERTICAL SECTION C HORIZONTAL SECTION DWG#: 3 3 JAMB PGW029 SILL-SXWOOD/CONCRETE/MASONRY 4712 FLANGE 4712 FLANGE SHEET; 3 OF 5 1/4" MAX. 3THREADS MIN. SHIM SPACE SHEATHING ENGAGEMENT B SELF -TAPPING SCREW BY OTHERS INSTALLATION ANCHOR EXTERIOR FINISH METAL STUD FRAMING BY OTHERS BY OTHERS 8 SELF -TAPPING SCREW INSTALLATION ANCHOR PERIMETER CAULK BY OTHERS i`,% METAL STUB FRAMING BY OTHERS O.A. ( 1 1/4" MAX. SHIM SPACE 3 THREADS MIN. WINDOW ENGAGEMENT HEIGHT SEE GLAZING) SHEATHING' ::::: DETAIL EXTERIOR INTERIOR••:.• BY OTHERS EXTERIOR FINISH •••• ••• • • • • • . BY OTHERS PERIMETER CAULK O.A. BY OTHERS WINDOW WIDTH VERTICAL SECTION HORIZONTAL SECTION I, HEAD -1XWOOD/CONCRETE/MASONRY 4 JAMB -STEEL STUD FRAME 4712FIN 4712 FIN SEE GLAZING DETAIL I — i EXTERIOR 1 INTERIOR O. A. WINDOW 1/4" MAX. HEIGHT SHIM SPACE EXTERIOR PERIMETER CAULK BY OTHERS EXTERIOR FINISH METAL STUD FRAMING BY OTHERS - ,. BY OTHERS SHEATHING # e SELF -TAPPING SCREW BY OTHERS 3 THREADS MIN. INSTALLATION ANCHOR ENGAGEMENT E VERTICAL SECTION I, SILL- PRECASTCONCRETE 4712 FIN VERTICAL SECTION MEETING RAIL PLy GEM WINDOWS 433 N. MAIN ST., PO BOX 559. POW MOUNT, VA 241% PH: 540-484-6348 FX: 540-484-6683 INTERIOR ro MZ ow Z o SEE GLAZING 0= o W m a DETAIL 1 p O = "- ZJ gym¢ momv X z w Z EXTERIOR 0 T mO f-- I z P Lu ly- I o INTERIOR I O T.411 51111' Lti F- Ci Z l7 NfS0Z J U) m g = = v Z a oo 110 lu IV) bWG#; PGW029 SHEET: 4. OF 1/4" MAX. SHIM SPACE 3 THREADS MIN. PLV GEMSHEATHINGENGAGEMENT8SELF -TAPPING SCREW WINDOWS BY OTHERS INSTALLATION ANCHOR B SELF -TAPPING SCREW 433 N. MAIN ST., PO BOX 559, EXTERIOR FINISH METAL STUD FRAMING INSTALLATION ANCHOR ROCKY MOUNT, VA 24151 BY OTHERS BY OTHERS INTERIOR METAL STUD FRAMING PH: 590 54-6348'FX: 540-484-6683 PERIMETER CAULK BY OTHERS BY OTHERS SEE GLAZING NON H o & 3 THREADS MIN. r bETAIL 1 o Lb a U) m 1 1/4" MAX. ENGAGEMENT V) z aO.A. em u= WINDOW SHIM SPACE SHEATHINGS 0 5 a UiHEIGHT 3/4" O.A. INSULATED GLASS BY OTHERS N ° W f SEE GLAZING bETAILI r. C a ¢ p w EXTERIOR INTERIOR EXTERIOR FINISH EXTERIOR N w m a V DOW 1199 BY OTHERS F- SILICONE PERIMETER CAULK WINDOW — HBYOTHERSWIDTH VERTICAL SECTION HORIZONTAL SECTION C° 5 HEAD -1X WOOD/CONCRETE/MASONRY LI 5 JAMB STEEL STUD FRAME 4812 FIN 4812 FIN 1/2" MIN. GLASS \ 1/4" MAX. Z BITE ' SHIM SPACE OSEEGLAZING DETAILI a 1 GLAZING DETAIL 1 8 SELF -TAPPING SCREW EXTERIOR I INTERIOR INSTALLATION ANCHOR LL1 w t O.A. NOTE: METAL STUD FRAMING WINDOW 1/4" MAX. GLASS THICKNESS AND TYPE BY OTHERS HEIGHT SHIM SPACE SHALL COMPLY WITH ASTM E 1300 GLASS CHART REQUIREMENTS O INTERIOR 3 THREADS MIN. z PERIMETER CAULK ENGAGEMENTa3.,' sBYOTHERSJ EXTERIOR FINISH METAL STUD FRAMING SHEATHING BY OTHERS BY OTHERS BY OTHERS SHEATHING BY OTHERS 3 THREAb5 MIN. 8 SELF -TAPPING SCREW INSTALLATION ANCHOR EXTERIOR FINISH D ENGAGEMENT SEE GLAZING BY OTHERS i'd'. ,.•' 0^ IS. DETAIL I PERIMETER CAULK BY OTHERS o j JJt w EXTERIOR O.A. I o Z v Z< pz WINDOW p o N Z WIDTH DWG #: VERTICAL SECTIONI HORIZONTAL SECTION P G W 0 2 95CONCRETESILLPRECAST4812FIN5JAMB -STEEL STUD FRAME 4812 FIN SHEET: OF ZN D fLOa/--- INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN INTOLERANCE OF t1 2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. FIN INSTALLATION: FOR INSTALLATION THROUGH 2X WOOD FRAME USE ONE (1)118 WOOD SCREW, lOD COMMON NAIL OR 11 GAUGE ROOFING NAIL OF SUFFICIENT LENGTH TO ACHIEVE 11121NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 5. FLANGE INSTALLATION: FOR INSTALLATION THROUGH 2X WOOD FRAME USE ONE (1) RID WOOD SCREW OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. DISSIMILAR MATERIALS MUST BE SEPARATED OR COATED. B. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WrTH 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. PLY GEM WINDOWS 471214812 SINGLE -HUNG (NON -IMPACT) AS TESTED GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC) EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 101/I.S.2/A440-05 2. ADEQUACY OF THE EXISTING STRUCTURAL 2X STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION ISTHE RESPONSIBILITY OFTHE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 2X BUCKS SHALL BE DESIGNED AND ANCHOREDTO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCKDESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECTACTUAL 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 PROTECTTHIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. WINDOW FRAME MATERIAL: ALUMINUM 6063-TS 5. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEET 5 FOR GLAZING DETAILS. 7. DESIGNATIONS "X" AND "O"STAND FOR THE FOLLOWING.- X. OPERABLE PANEL O: FIXED PANEL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A GENERAL &INSTALLATION NOTES 2 ELEVATIONS& ANCHOR LAYOUTS 3 4712FL VERTICAL A HORIZONTAL SECTIONS 4 4712F VERTICAL & HORIZONTAL SECTIONS 5 4812F VERTICAL & HORIZONTAL SECTIONS PRODUCT OVERALLSIZE DP RATING PSF) MISSILE IMPACT RATINGWIDTHIHEIGHT 4712FL 48" 83.93" 50/-70 NOTRATED 4712FL 53" 72" 60 N 6T RATED 4712F S 72" 60 NOT RATED 4712F 48" 83.93"-60L+ 50 NOTRATED 4812E 48" 84" 60 NOT RATED 4812E 48" 96" 30 1 NOTRATED Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.04.10 10:47:11-04'00' FA PLyWINDOWS GEM 433 N. MAIN ST.. PO BOX 659, ROCKY MOUNT, VA 24151 PH: 640-484-6348 FX: 540-184-6683 m m u # o TH N Z Z z s w LUh LU ¢ ZCI ¢ ? LU I W n F W aM Lu Q o Z 0 F-1 0 J ¢ H 0 H z LUU O LUNW LL w u tL DWG #: PGW030 SHEET: q OF 5 UNIT MAX. WIDTH 53.00 D.L.O MAX. WIDTH 49.44" B F 3 4 UNIT MAX. HEIGHT 72.00" 4 A E 3 4 SASH MAX. WIDTH 51.25" ELEVATION UNIT MAX. WIbTH 48.00" D.L.O MAX. WIDTH 44.31'. 34 K D D.L.O. MAX. 5 3 HEIGHT 33.25" UNIT MAX. HEIGHT 96.00" SASH MAX. HEIGHT 36.31" F] SEE ANCHOR SEE ANCHOR SCHEDULE SCHEDULE 1 1 1 1 ANCHOR LAYOUT SEE ANCHOR SCHEDULE SEE ANCHOR SCHEDULE SASH MAX. WIDTH 46.25" ELEVATION D.L.O. MAX. HEIGHT EDGE HEAD SILL JAMB O.C. CORNER ANCHOR TYPE INSTALLATION QTY PER SUBSTRATE EMBEDMENT DISTANCE O.C. DISTANCE O.C. DISTANCE DISTANCE DISTANCE TYPE LOCATION IN.) IN.) IN.) IN.) IN.) IN.) 8 WOOD ANCHOR FIN 1 WOOD 1.5 0.75 12 12 9 4 100 COMMON OR 11 FIN 1 WOOD 1.5 0.75 12 12 9 4 GAUGE ROOFING NAIL 10 WOOD ANCHOR FLANGE 1 WOOD 1.5 0.75 20 20 4 PLy GEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-4846348 FX; 540-484-6683 F m m yy M2a U) a- d ro J x SASH MAX. Z a HEIGHT wm w0, n V O a Z S a w d M F 0 0 H z H w " LUwa mztn u zx V) o a DWG #: PGW030 SHEET: 2 OF 5 10 WOOD SCREW INSTALLATION ANCHOR CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS 2X WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS_ I STRUCTURAL GRADE---' O.A. SILICONE BY OTHERS WINDOW HEIGHT — EXTERIOR I O.A. WINDOW HEIGHT 1 3/4" MIN. EDGE DISTANCE I 1 1/2" MIN EMBEDMENT 1/4" MAX. SHIM SPACE ItIEE GLAZING DETAILI INTERIOR g VERTICAL SECTION 3 HEAD - 2X WOOD BUCK 4712 FLANGE SEE GLAZING EXTERIOR DETAIL STRUCTURAL GRADE - SILICONE BY OTHERS EXTERIOR FINISH - BY OTHERS 2X WOOD BUCK BY OTHERS - CAULK BETWEEN. CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS LI1 A VERTICAL SECTION 3j SILL -2XWOOD BUCK 4712 FLANGE 1 1/2" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE CAULK BETWEEN INTERIOR CONCRETE/ MASONRY & 2X WOOD BUCK BYO HERS CONCRETE/ MASONRY BY OTHERS 2X WOOD BUCK r• BY OTHERS' # SO WOOD SCREW INSTALLATION ANCHOR 3/4" MIN, EDGE DISTANCE SEE GLAZING DETAIL 1 EXTERIOR FINISH EXTERIOR BY OTHERS STRUCTURAL GRADE O.A. SILICONE BY OTHERS WINDOW WIDTH C HORIZONTAL SECTION 3 JAMB-2X WOOD BUCK 4712 FLANGE 1/4" MAX. 11/2" MIN. yI Y SHIM SPACE EMBEDMENT 2X WOOD BUCK BY OTHERS INTERIOR #10 WOOD SCREW INSTALLATION ANCHOR 1/4" MAX. SHIM SPACE INTERIOR SEE GLAZING bETAIL I 3/4" MIN. EDGE DISTANCE SHEATHING--' BY OTHERS EXTERIOR EXTERIOR FINISH BY OTHERS STRUCTURAL GRADE O.A. SILICONE BY OTHERS WINDOW -- WIDTH p HORIZONTAL SECTION 3 JAMB - 2X WOOD FRAME 4712 FLANGE PLy GEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540 644348 FX: 540-484-6683 J m M oQ Z#o zS LL'aajjZJ 3 Q V Z Qm N z O 0 Z H aJO u W J Q Z m H a Q k d m w awu H g0f d 6]o m Y wH 0 Z 0 H o U w W 0 :;'-ll 11++ ivUJ .- Co V) CO .J V7 a m 3 T= V Z o a u V) bWG #: PGW030 5HEET: 3 OF 5 CAULK BETWEEN CONCRETE/ MASONRY h 2X - WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS - 2X WOOD BUCK - BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. WINDOW HEIGHT j SEE GLAZING DETAILI EXTERIOR ' I O.A. WINDOW HEIGHT 3/4" MIN. EDGE DISTANCE 11/2" MIN. EMBEDMENT 2X WOOD BUCK BY OTHERS IOD COMMON NAIL OR 11 #B WOOD SCREW GAUGE ROOFING NAIL INSTALLATION ANCHOR INSTALLATION ANCHOR INTERIOR F VERTICAL SECTION 4 HEAD-2X WOOD BUCK 4712 FIN SEE GLAZING DETAIL EXTERIOR PERIMETER CAULK - BY OTHERS EXTERIOR FINISH - BY OTHERS 2X WOOD BUCK BY OTHERS - CAULK BETWEEN CONCRETE/ MASONRY d 2X WOOD BUCK BY OTHERS CONCRETE/MASONRY BY OTHERS 1/4" MAX. SHIM SPACE INTERIOR D 1/4" MAX. SHIM SPACE 3/4" MIN. EDGE DISTANCE WOOD SCREW 1 1/Z" INMIN. INSTALLATION ANCHOR EMBEDMENT E VERTICAL SECTION 4 SILL-2X WOOD BUCK 4712 FIN 1/4" MAX. SHIM SPACE 1 1/2" MIN. EMBEDMENT 5HEATHING---- BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK O.A. BY OTHERS WINDOW -- WIDTH G HORIZONTAL SECTION 4 JAMB-2X WOOD FRAME 4712 FIN VERTICAL SECTION A, MEETING RAIL INTERIOR SEE GLAZING DETAILS EXTERIOR yPLyGEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA Z4151 PR 540-484-6348 FX: 540-484-6683 m m H1N¢y a V) = Z eY 25 a< m Z r 7- wvu zO m i HHa oaZ2NWJmtLow dmwWVLum p. nH 0 o . 1+ r111, iu W mU1mJ 2 = u Z a mo I V1 DWG #: PGW030 SHEET: 4 OF 5 CAULK BETWEEN CONCRETE/ MASONRY S 2X - WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS — 2X WOOD BUCK — BY OTHERS O.A. WINDOW HEIGHT t i O.A. WINDOW HEIGHT EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS 11/2" MIN. EMBEDMENT 8 WOOD SCREW INSTALLATION ANCHOR 1/4" MAX. SHIM SPACE 3/4" MIN. EDGE DISTANCE 2X WOOD BUCK BY OTHERS 101) COMMON NAIL OR it GAUGE ROOFING NAIL INSTALLATION ANCHOR 1 1/2" MIN. \ EMBEDMENT 5HEATHING— BY OTHERS SEE GLAZING 3/4" O.A. INSULATED EXTERIOR FINISH DETAIL GLASS BY OTHERS 1/4" MAX. SHIM SPACE INTERIOR SEE GLAZING DETAILI EXTERIOR EXTERIOR INTERIOR I PERIMETER CAULK DOW 1199 1 BY OTHERS F 0 A SILICONE aVERTICAL SECTION 5 HEAD-2X WOOD BUCK 4812 FIN 1/ 2" MIN. GLASS BITE GLAZING DETAIL 1 NOTE: SEE GLAZING GLASS THICKNESS AND TYPE SHALL COMPLY DETAIL I WITH ASTM E 1300 GLASS CHART REQUIREMENTS EXTERIOR 1 INTERIOR 1/ 4" MAX. SHIM SPACE PERIMETER CAULK J' 3/4" MIN. EDGE BY OTHERS DISTANCE EXTERIOR FINISH BY OTHERS 2X WOOD BUCK BY OTHERS b SCREW CAULK BETWEEN 11/2" MIN. INSTAALOLATION ANCHOR CONCRETE/ MASONRY A 2X EMBEDMENT WOOD BUCK BY OTHERS CONCRETE/ MASONRY VERTICAL SECTION BY OTHERS SILL- 2X WOOD BUCK 4812 FIN 6 PLy GEM WINDOWS433 N. MAIN 5T., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-464-6348 FX: 540-464-6663 Q%¢ C] #o HQn V, z i x za¢ S Z N C I m Zmm Z ¢ Vn' NZ L OZH m JOW3 ¢ Z ,., a w mo W d 0 L WINDOW WIDTH HORIZONTAL SECTION m 7- 5 JAMB -2X WOOD FRAME 4812 FIN C) 3/ 4" MIN. EDGE DISTANCE CAULK BETWEEN H un O If INTERIOR 1/4" MAX. CONCRETE/ MASONRY A 2X H H SHIM SPACE WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS w w fff 2X WOOD BUCK BY OTHERS OOb SCREW IINSNTALLATION ANCHOR 11/ 2" MIN. EMBEDMENT SEE GLAZING DETAIL EXTERIOR FINISH EXTERIOR BY OTHERS PERIMETER CAULK O. A. BY OTHERS WINDOW WIDTH ORIZONTAL SECTION 5 JAMB-2XWOODBUCK 4812 FIN LL W '"• m Ul m u 7- CD n u In DWG#: PGW030 SHEET: 5 OF 5 Florida Building Code Online Page 1 of 1 T .,ycP; ,,•.-L. C4t>z."ti..4 r. 1 > '1Ft„9 7 - Prof ssrvnal R gufattvri M Florida o:,,,r.-rpEr . Product Approval r USER: Public User Product Approval Menu > Product or Aoolication Search > Application List Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Refine Search FL# 14253 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL earcn rcebui FL# PP ICa Type Manufacturer Validated By Status FL14253-R3 Affirmation Ply Gem Windows National Accreditation & Management Institute Approved Category: Windows 804) 684-5124Histo Subcategory: Fixed Approved by DBPR. Approvals by DBPR snap be reviewed and rduueu dy Me r. Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. `Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address Iftheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email address which can be made available to the public To determine if you are a licensee underChapter455, F.S., please dick here . Product Approval Accepts: cC--1 M s curia ntE itcs Florida Building Code Online Page 1 of 3 yam, FA 4e. PoessnIRegtron r An-4e Florida Product Approval USER: Public User tany:-,r ecwrm Product Approval Menu > Product or Agolication Search > Aoolication List > Application Detail FL # FL14253-R3 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived El 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 Adam Blomberg ablomberg@plygemwindows.com Technical Representatve 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/NWWDA 101/I.S.2-97 1997 Equivalence of Product Standards Certified By 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. Documentation from approved Evaluation or Validation Entity 0Yes O No O N/A FL14253 R3 COC SA14253 SS 2015-04-10.odf Product Approval Method Method 1 Option A Date Submitted 05/06/2015 Florida Building Code Online Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products 05/06/2015 05/16/2015 10/12/2017 FL # I Model, Number or Name Description 14253.1 1 4701FL Fixed Window Builder Series 4701FL Fixed Window Page 2 of 3 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14253 R3 C CAC NIO08098-R4.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/31/2018 Design Pressure: +50/-50 Installation Instructions Other: FL14253 R3 II PGW050-RI SS.Ddf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14253 R3 AE PER2898 SS.Ddf Created by Independent Third Party: Yes 14253.2 705 Fixed Windows I Builder Series 705 Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14253 R3 C CAC NI006190-R5.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure, +50/-50 07/31/2018 installation Instructions Other: FL14253 R3 II PGW047-R1 SS.Ddf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14253 R3 AE PER2899 SS.odf Created by Independent Third Party: Yes 14253.3 705 Fixed Windows Builder Series 705 Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14253 R3 C CAC NI006189-R5.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure: +45/-45 07/31/2018 Installation Instructions Other: FL14253 R3 II PGW049-Rl SS.odf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FI14253 R3 AE PER2900 SS.Ddf Created by Independent Third Party: Yes 14253.4 705 Fixed Windows I Builder Series 705 Fixed Window Limits of Use Certification Agency Certificate Approved for use -in HVHZ: No FL14253 R3 C CAC NI006468-R5.12df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure: +40/-40 10/31/2018 Installation Instructions Other. FL14253 R3 II PGW048-RI SS.Ddf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14253 R3 AE PER2901 SS.odf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Conyriah' 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-mall address released in response to a public -records request, do not sendelectronicmalltothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address Iftheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email s addressddFswhich canclick ha e le available to the public. To determine if you are a licensee under Chapter 455, Product Approval Accepts: MW = ® ecfi9 E INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2. THE. NUMBER OF INSTALLATION ANCHORS DEPICTED 15 THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OFtV2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I. E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. FOR INSTALLATION THROUGH 2X BUCK USE HIO WOOD SCREW OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 5. FOR INSTALLATION THROUGH IX BUCK INTO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3116INCH ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 11/41NCH MINIMUM EMBEDMENT INTO CONCRETE/MASONRY SUBSTRATE. 6. FOR INSTALLATION INTO STEELSTUD SUBSTRATE, USE 810 SELF -TAPPING TYPE INSTALLATION ANCHORS TO ACHIEVE 3 THREADS MINIMUM ENGAGEMENT THROUGH STEELSTUD. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. B. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK, I.D. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BYTHE ANCHOR MANUFACTURER. 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 2700 PSI. C. MASONRY- STRENGTH CONFORMANCETO ASTM C-90, GRADE N, TYPE'I (OR GREATER). D. STEEL- MINIMUM YIELD STRENGTH OF 33 KS). MINIMUM WALLTHICKNESS OF 33 MILS. PLY GEM WINDOWS SERIES 4 70 1 FL ALUMINUM FIXED WI ND O W GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2010 FLORIDA BUILDING CODE, EXCLUDING HVHZ AAMA/N W W DA 101/I.S.2-97 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X AND STEEL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OFTHE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: ALUMINUM 6063 TS 7. GLASS MEETSTHE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 4 FOR GLAZING DETAILS, 8. DESIGNATIONS "X" AND "O" STAND FORTHE FOLLOWING: X. OPERABLE PANEL O: FIXED PANEL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A INSTALLATION 6 GENERAL NOTES 2 ELEVATION 6 ANCHOR LAYOUT VERTICAL SECTIONS r-:5 HORIZONTAL SECTIONS h GLAZING DETAILS COMPONENTS 4 BILL OF MATERIALS DESIGN PRESSURE RATING GLAZE TYPE DESIGN PRESSURE MISSLE IMPACT RATING 1 50/-50 PSF NOT RATED Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2014.05.28 18:55:06-04'00' FO PLY GEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-494-6348 FX: 540-4BI-6663 LL H 9m o_ Ln d' ti•. " LO m JNV) U Z1n DWG #: PGW050 SHEET: 1 OF 5 1, HE ELEVATION 3" MAX. FROM CORNER TYP 17" MA: O.C. TY ANCHOR LAYOUT FLANGE I" MAX. ORNER TYP. INSTALLATION ANCHOR 10 PL-y GENTVINPO}'IS 433 N. MAIN ST.,.PO BOX 559, ROCKY MOUNT, VA 84151 PH: 540-484-6348 FX: 540-484-6683 u' Z) m Y O U # p n z cc m Q Z m H ~ Z H w J w wt- 0 U: T to F- z >< z DWG #: PGW050 SHEET: .2 OF 5 2X W000 FRAME 3/4" MIN. BY OTHERS EDGE DISTANCE SHEATHING 10 WOOD SCREW BY OTHERS INSTALLATION ANCHOR CAULK BETWEEN FIN & SHEATHING 11/21, MIN. EMBEDMENT EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS 6 SHIM SPACE 1 I.A. WINDOW 1 SEE GLAZING HEIGHT 2 DETAIL EXTERIOR 5 INTERIOR EXTERIOR PERIMETER CAULK BY OTHERS VERTICAL SECTIONCLFRAMEL - . WOOD LAN., .INSTALLATION SEE GLAZING DETAIL INTERIOR STEEL STUD BY OTHERS SHEATHING BY OTHERS 10 SELF -TAPPING SCREW INSTALLATION ANCHOR CAULK BETWEEN FIN & SHEATHING 3 THREADS OF MIN. ENGAGEMNT EXTERIOR FINISH BY OTHERS 1/4" MAX. SHIM SPACE PERIMETER CAULK BY OTHERS 6 O.A. WINDOW SEE GLAZING HEIGHT 2 DETAIL 3 4 EXTERIOR 5 INTERIOR 1/4" MAX. SHIM SPACE 11/4 MIN. EMBEDMENT tEXTERIORFINISH ..... BY OTHERS Ix WOOL) RUCK 3/16" ITW TAPcON BY OTHERS INSTALLATION ANCHOR CONCRETE/MASONRY 2 1/2" MIN. EDGE BY OTHERS bi5TANCE CAULK BETWEEN CONCRETE/MASONRY & VERTICAL SECTION WOOD BUCK BY OTHERSIX SILL-CONCRETE/MASONRY FLANGE INSTALLATION VERTICAL SECTION HEAD " STEELSTUD FLANGE INSTALLATION PLY GEMWINDOWS 433 N. MAIN ST. PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 P LL- V) 7- -- c- Z C, - 9 a T- cc Z 2 cc uj < U., w w Lu > I z a Z) 14 lyLuU) ui M j—i bWG, #: PGW050- SHEET: - 3 OF 5 1 1/2" MIN. EMBEDMENT 2X WOOD FRAME BY OTHERS 10 WOOD SCREW INSTALLATION ANCHOR 3/4" MIN. \ EDGE DISTANCE CAULK BETWEEN FIN & SHEATHING EXTERIOR FINISH BY OTHERS PERIMETER CAULK 1/4" MAX. FSHIM SPACE INTERIOR SEE GLAZING OfTAIL BY OTHERS EXTERIOR O.A. WINDOW --- WIDTH HORIZONTAL SECTION JAMB -2XWOODFRAME FLANGE INSTALLATION LMIN. PLy GEM 1/4" MAX. EOGE bGEDISTANCE 1 VINDO'•VS SHIM SPACE CONCRETE/MASONRY BY OTHERS 11; •-. 2X WOOD BUCK 433 N. MAIN ST., PO BOX 559, VA BY OTHERS ROCKY MOUNT, 24151 CAULK BETWEEN PH: 540-484-6348 FX: 540-481,6683 6CONCRETE/MASONRY & 2X INTERIOR 4 WOOD BUCK BY OTHERS 3/ 16" ITW TAPCON UL. M SEE GLANG INSTALLATION ANCHOR DETIA L Z O J H> m m 2 1/ 2" MIN. EDGE DISTANCE gym¢ 5 3 2 1 CAULK BETWEEN N LU ¢ LL¢ m FIN & 2X WOOD BUCK iu o S u; o EXTERIOR FINISH Lu rn Lu aBY OTHERS PERIMETER CAULK EXTERIOR BY OTHERS o m O. A. WINDOW WIDTH z E HORIZONTAL SECTION O I, JAMB - 1XBUCK/CONCRETE/MASONRY H Z O FLANGEINSTALLATION H W w LY a 3/4" O.A. INSULATED GLASS O Z EXTERIOR 2 _ 5 INTERIOR t 0 4 p A; 3 3 .50" GLASS BIBI,T- E O I- • . e NOTE;.ro GLASS THICKNESS AND TYPE Z GLAZING DETAIL 1 MAY VARY PER ASTM E 1300 a - - u h GLASS CHART DWG #: . REQUIREMENTS. P G, , 0 5 O SHEETi .4. OF 5 BILL OF MATERIALS M NO. DESCRIPTION PART NO. MATERIAL MANUFACTURER 1 FRAME HEAD/SILL/JAMB 11080 ALUMINUM 6063-T5 PLY GEM WINDOWS 2 GLAZING BEAD 10601 ALUMINUM 6063-T5 PLY GEM WINDOWS 3 GLAZING BEAD INSERT V-166 VINYL PLY GEM WINDOWS 4 3/8" X 1/8" FOAM TAPE VINYL 5 3/4" O.A. INSULATED GLASS TEMP. GLASS 6 SHEAR CLIP 11587 ALUMINUM 6063-T5 PLY GEM WINDOWS D SHEAR CLIP ALUMINUM 6063-T5 92 1.812 OFRAME HEAD/SILL/JAMB ALUMINUM 6063-T5 1.875 O GLAZING BEAb ALUMINUM 6063-T5 0.868 D PLy.Elv1 1- c)VVS 433 N. MAIN ST., PO BOX 559, ROCXY MOUNT, VA 24151 PH. 540-484-6348 FX: 540-404-6683 0.5 09 LL Z J m v Z 2.437 In DZLL vi m O= i z o<= aLL E 0 gym¢ m Z H m O JH p'o Z HW L13 W `a m W Q1- V) mwLu ku na LL: mV) mo w p U bWG #; PGWo50 SHEET;. 5 OF_5 Florida Building Code Online Page 1 of 1 usmessr &Pro essi nat Regu at1a t 4t Florida Rom- r ia, Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List i"nFFiCEnFTHEs Refine Search Code Version 2014 FL# 15264 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL FL# Tyne Manufacturer Validated By Status FL15264-R1 Revision Ply Gem Windows Category: Windows Locke Bowden 334) 3DO-1800 Approved History Subcategory: Mullions 1 -u-- n r..--nn if naroccarv. Approved by DBPR. Approvals oy VCYK snau ve rev Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone, 850-487-1824 The State of Florida is an A VEEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address Iftheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee underChapter455, F.S., please dick here . Product Approval Accepts: cL -i E Credft = d Safe security Al l TRI'C5 httDS://WWW.ftoridabuildinq.org/pr/pr_app_Lst.aspx 11 /29/2017 Florida Building Code Online Page 1 of 2 mk- mp aMRLS13ula` 0r Florida aProduct Approval r_ r USER: Public User t:1,'.wc'ua: Product Aooroval Menu > Product or Application Search > Aoolication List > Application Detail FL15264-RI Application Type Revision Code Version 2014 Application Status Approved Comments Archived 0 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 Adam Blomberg ablomberg@plygemwindows.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 2 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Hermes F. Norero P.E. the Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Locke Bowden 2 Validation Checklist - Hardcopy Received Certificate of Independence FL15264 R1 COI COI PLY GEM SS 2015-02-19.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1710.5.3 Product Approval Method Method 2 Option B httnc• //www_flnridabuildine.org./pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3... 11 /29/2017 Florida Building Code Online Page 2 of 2 Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised 1 o.,.a,.,.t- 02/19/2015 02/24/2015 03/01/2015 04/15/2015 10/12/2017 FL # Model, Number or Name Description 15264.1 Series 4700 Fin Aluminum Mullions Limits of Use Installation Instructions FLIS264 R1 II PGW130 SS 2015-01-02.DdfApprovedforuseinHVHZ: No Verified By: Hermes F. Norero, P.E. Florida P.E. 73778ApprovedforuseoutsideHVHZ: Yes Created by Independent Third Party: YesImpactResistant: Yes Design Pressure: N/A edoesnotrequireanimpactprotective Evaluation Reports FL15264 R1 AE PER3064 SS 2015-01-02.odf Other: This product for wind borne debris region ZONE 3 or LESS. See Created by Independent Third Party: Yes system drawing PGW130 for design pressure tables, installation details, and anchoring instructions. 1S264.2 Series 4700 Flange Aluminum Mullions Limits of Use Installation Instructions FL15264 R1 II PGW131 SS 2015-01-02.odfApprovedforuseinHVHZ: No Verified By: Hermes F. Norero, P.E. Florida P.E. 73778ApprovedforuseoutsideHVHZ: Yes Created by Independent Third Party: YesImpactResistant: Yes Design Pressure: N/A does not require an impact protective Evaluation Reports FL15264 R1 AE PER3065 SS 2015-01-02.odf Other: This product for wind borne debris region ZONE 3 or LESS. See Created by Independent Third Party: Yes system drawing PGW131 for design pressure tables, installation details, and anchoring instructions. 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 sendorbytraditionalmail. If you have any questions, please contact 850.487.1395. *Pursuant toelectronicmailtothisentity. Instead, contact the office by phoneSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with aP`1 addressddrFs which an be dick made available to the public. To determine if you are a licensee under 455, plea here Product Approval Accepts: 0 ® N E Credit Safe 77 scmrit.0 nitmi c s I . 1 11 • r r_ - --1 Jc_— --- I— - l...- 4+-1 nenv?naram=WC,FVXC)WtDnv3... 1 1 /29/2017 PLY GEM WINDOWS 4700 FIN MULLION NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FBC, SECTION 1710.5.3. 2. MULLION INSTALLATION DETAILS APPLY TO PLY GEM 4700 FIN ALUMINUM EXTRUDED MULL WITH ALUMINUM ANCHOR CLIP WHEN USED TO MULL WINDOWS WITH A HORIZONTALLY OR VERTICALLY CONTINUOUS MULLION. 3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS ZONE 3 OR LESS. INDIVIDUAL UNITS MUST BE IMPACT RATED. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGION ZONE 4. S. USE 410 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 11/2" INTO WOOD FRAMING. (SEE CHARTS & NOTES ON SHEETS 4 & 5 FOR DESIGN PRESSURE AND ANCHOR NOTES). 6. USE 3/16" ITW TAPCON SCREWS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 11/4" INTO CONCRETE/MASONRY SUBSTRATE. (SEE CHARTS & NOTES ON SHEETS 4 & 5 FORDESIGN PRESSURE AND ANCHOR NOTES). 7. 20 WOOD BUCKS TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPON51BILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 8. SEE CHARTS & NOTES ON SHEETS 4 & 5 FOR DESIGN PRESSURE. 9. THIS MULLION IS ONLY VALID WHEN USED IN CONJUNCTION WITH APPLICABLE HORIZONTALPLYGEMPRODUCTS. MULL SPAN 10. ALLWINDOWS USED WITH THIS MULLION SHALL BE QUALIFIED UNDER SEPARATE APPROVAL. 11. MULLION MATERIAL: 6063-T6 ALUMINUM. 12. CLIP MATERIAL: 6063-T6 ALUMINUM 13, INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0,55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF3000 PSI. 2 C. MASONRY- STRENGTH CONFORMANCETO ASTM C-90, MULL CLIP W/ GRADE N, TYPE 1(OR GREATER). ANCHORS, TYP TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A MULLION ASSEMBLY ELEVATIONS & NOTES 2 MULL VERTICAL & HORI. SECTION DETAILS AND ANCHORING 3 MULLION COMPONENT DETAILS 4 HORIZONTAL MULLION DESIGN PRESSURE CHARTS 5 VERTICAL MULLION DESIGN PRESSURE CHARTS E k\ 2hka\ z T TRANSOM HEIGHT 2 VERTI f I HORIZONTAL MULLION FOR TRANSOM HEIGHT WIMULL CLIP W/ ITHPly GEM YVIIVDOINS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-404-6340 FX: 540.404-66B3 WANCHORS, TYPH UNIT2 \ HEIGHTWINDOW o Oj m a HEIGHT OZ p 0Q kb Z< m v C, cHPHORIZONTAL Cu3 LU H a Z ^, MULL SPAN L13 s d OnuaLUaHORIZONTAL MULLIONFOR1LWINDOW WITHTRANSOMoo v/ O U O Q a vu ai w W O WINDOW I A w WIDTH 2 O WINDOW MULLION HEIGHT SPAN MULL CLIP W/_ ANCHORS, TYP SIDE - BY - SIDE WINDOWS W/ TRANSOM 2 WINDOW u HEIGHT _ a - u V j Tub mZ Mz 1'1* h VERTICAL (TWIN) MULLION FOR a N z ,b _ _ 1j Z SIDE -BY - SIDE WINDOWS - DWG #; Digitally signed by Hermes F Norero, P.E. PG W 13 0 Reason: I am approving this document Date: 2015. 01.02 13:05:38 -05'00' SHEET: 1 OF 5 BY OTHERS INSTALLATION ANCHOR TWO (2) PER ANCHOR CLIP - SEE NOTES 4 & 5 ON SHEET 1) EXTERIOR FINISH BY OTHERS MULLION FRAME 11090 i MULLION CLIP 11087-2 O.A. WINDOW HEIGHT 3/4" MIN. EDGE bISTANCE IX WOOD FRAME BY OTHERS 1 1/2" MIN. EMBEDMENT EXTERIOR V INTERIOR VERTICAL SECTIONq 2 HEAD -2X WOOD/CONCRETE/MASONRY MULL ANCHOR CLIP MULLION FRAME 11090 INTERIOR EXTERIOR VERTICALSECTIONMULLION g24700 FIN 1 EXTERIOR INTERIOR O. A, WINbOW HEIGHT —" F MULLION CLIP 11087- 2 11/4" MIN. i EMBEDMENT MULLION 1• 11090 4 • : 4 EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR 1X WOOD FRAME TWO (2) PER ANCHOR CLIP BY OTHERS (OPTIONAL) SEENOTES4 & 5 ON SHEET 1) CONCRETE/ MASONRY 2-1/2" MIN. BY OTHERS EDGE DISTANCE C VERTICAL SECTION Z SILL- CONCRETE MASONRY MULL ANCHOR CUP 11/ 2" MIN. EMBEDMENT 3/ 4" MIN. MULLION FRAME EDGE DISTANCE 11090 MULLION CLIP 11087- 2 1 \ A/ I I INSTALLATION ANCHOR TWO ( 2) PER ANCHOR CLIP SEE NOTES 4 & 5 ON SHEET 1) 5HEATHING O. A. WINDOW BY OTHERS WIDTH EXTERIOR FINI5H BY OTHERS p HORIZONTAL SECTION Z JAMB -2X WOOD FRAME MULL ANCHOR CLIP 1/ 4"-20 TEK SCREW 2 EACH SIDE) MULLION FRAME 11090 EXTERIOR INTERIOR T- CLIP 11091 A WINDOW FRAME E VERTICAL SECTION T- MULLION 0 PLY GEM WINDOWS433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-4B4-6340 FX: 540-404-6653 z o0++ W Z x 0wHo$ O Oz mm 0x wo aW27 Z v KK< m m a LU .aZH a H O n wLUZ0uJ13 s iwlol N 1 mZ m z N = S u Z O Q U N PGW130 SHEET: 2 OF 5 A PLy G EMIFWINDOWS 433 N. MADN ST., PO BOX 559, ROCKY MOUNT, VA Z4151 HORIZONTAL MULLION PH+540-484-6348 FX: 540-484-6683 VERTICAL MULLION #11090 m m 11090 1/4"-20 TEK SCREW Z T-CLIP (2 EACH SIDE) Z o 11091 mVmJ Z z 0.210" DIA. 3/B" + 2 L` 0.165" DIA. o f 4 w 3 17/8" --I ^ I —I 3/8" 7/167/B" v z m o 11/16" 11- 11J1/16" I 63 of- a m Zmo¢¢w 63 8" 2 5/B" + + LUT— 31/4" wCK1/4" 15/16" 4 1/B"— o a 0 Tm ANCHOR CLIP #11087-2 6063-T6 ALUMINUM T-CLIP #11091 z 6063-T6 ALUMINUM 0 USED TO MULL VERTICAL MULLION TO HORIZONTAL MULLION `H Lu J' V I. 2 2 7/8" -- I O Z 13/16" 15/16" 17/16" 4700 FIN MULLION (#11090) y .' ~ a 6063-T6 ALUMINUM cu mZZIx mZmu_ JU3 I— oa 10 x DWG#: PGW130 SHEET: 3 OF 5 DESIGN PRESSURE CHARTS FOR CONTINUOUS HORIZONTAL MULLION Maximum design pressure capacity chart Series 4700 Horizontal mullion, single with transom (11090) Design pressures are limited elther by muUlon or anchor screw or anchor clip capacity. I InH wirifh /inl Window Transom 18.0 21.0 1 24.0 1 27.0 1 30.0 1 33.0 1 36.0 1 39.0 1 42.0 1 46.0 1 48.0 1 53.0 24.0 r 12.0 1 75.0 1 75.0 1 75.0 1 75.0 1 75.0 1 75.0 1 75.0 75.0 1 75.0 75.0 1 75.0 1 75.0 36.0 r 16.0 1 75.0 1 75.0 1 75.0 1 75.0 1 75.0 1 75.0 1 75.0 75.0 1 75.0 75.0 1 75.0 1 75.0 36.0 r 10.0 1 75.0 1 75.0 1 75.0 1 75.0 1 75.0 1 75.0 1 75.0 75.0 1 75.0 75.0 1 75.0 1 75.0 42.0. r 21.0 1 75.0 1 75.0 75.0 1 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75. 7.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0a- 24.0 0.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 74.3 3.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 72.5 6.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 71.0 Maximum design pressure capacity chart (pst) Series 4700 Horizontal mullion, twin with transom (11090) Design pressures are limited either by mullion or anchor screwor anchor clip capacity. 1 InIf -Irilh 11n1 Window Transom 36.0 42.0 1 40.0 54.0 60.0 1 66.0 1 72.0 78.0 84.0 1 90.0 1 96.0 1106.0 24.0 1 12.0 1 75.0 1 75.0 75.0 75.0 75.0 1 75.0 75.0 71.0 61.1 52.7 1 43.3 32.0 30.0 1 15.0 1 75.0 1 75.0 75.0 75.0 75.0 1 75.0 67.3 57.2 49.2 42.7 35.1 25.9 36.0 18.0 75.0 75.0 75.0 75.0 75.0 67.5 56.5 47.9 41.2 35.8 29.7 21.9 42.0 21.0 75.0 75.0 75.0 73.7 68.0 58.3 48.7 41.4 35.6 30.9 25.8 19.0 48.0 75.0 72.0 65.7 60.9 57.3 51.4 43.0 36.4 31.3 27.2 23.0 16.9 54.0 70.0 62.1 56.3 51.9 48.5 45.8 38.5 32.6 28.0 24.3 20.7 15.2 60.0 27. 0 61.8 54.6 49.2 45.2 42.0 39.5 34.9 29.6 25.4 22.0 18.9 13.9 66.0 0 55.3 48.7 43.8 40.0 37.1 1 34.7 32.0 27.1 23.2 20.1 17.4 12.7 72.0 36.0 50.0 43.9 39.4 35.9 33.2 31.0 29.2 25.0 21.4 18.6 16.1 11.0 NOTES 1. THEDESIGN PRESSURES INTHISCHARTARE FORTHEMULLIONS LISTEDHEREWHEN USED W MH THE CLIP DETAILED IN THIS DOCUMENT. 2. FOR MULL CLIPS IN WOOD FRAMING INSTALLATION USE TWO (2) RID WOOD SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 11/2" MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 3. FOR M ULL CLIPS IN CONCR ETE/MASONRY INSTALLATION USE TWO (2) 3116" ITW TAPCON SCREWS AT FACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A i l/4" MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET FOR DETAILS. 4. CHARTS APPLY ONLY TO 4700 FIN MULLION EXTRUDED MULLIONS AS SPECIFIED HERE WHEN USED TO MULL WINDOWS IN AN OVER-UNDER ORIENTATION WITH A HORIZONTALLY CONTINUOUS MULL. S. READ WINDOW HEIGHT AND MULL SPAN IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE POSITIVE AND NEGATIVE PSF. S. DESIGN PRESSURE VALUES APPLY TO MULLION WHERE TWO OR MORE WINDOWS ARE LLSTED IN A SINGLE OPENING. 7. REFER TOPER 3064 FOR MORE MULLION SPECIFICATIONS. NOTES 1. THE DESIGN PRESSURES IN THIS CHART ARE FOR THE MULLIONS LISTED HERE WHEN USED WITH THE CLIP DETAILED IN THIS DOCUMENT. 2. FOR MULL CLIPS IN WOOD FRAMING INSTALLATION USE TWO (2) 910 WOOD SCREWS AT EACH ANCHOR CUP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 3. FOR MULL CLIPS INCONCRETE/MASONRY INSTALLATION USE TWO (2)3/16"ITW TAPCON SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 11/4- MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 4. CHARTS APPLY ONLY TO 4700 FIN MULLION EXrRUDED MULLIONS AS SPECIFIED HERE WHEN USED TO MULL WINDOWS IN A SIDE -BY -SIDE ORIENTATION WITH CONTINUOUS TRANSOM AND HORIZONTALLY CONTINUOUS MULL S. READ WINDOW HEIGHT AND MULL SPAN IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE POSITIVE AND NEGATIVE PSF. 6. DE SIGN PRESSURE VALUES APPLY TO MULLION WHERE TWO OR MORE WINDOWS ARE LISTED IN A SINGLE OPENING. 7, REFER TO PER 3064 FOR MORE MULLION SPECIFICATIONS. 1 k PlyGEM WINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-454-634B FX: 540-184-6663 ZZ h 60 u X O Z O ' v U m m W Z-L O2 F wvVILU U 7 m H H m vIIOj..1aUS L) ZH WLU a U ¢ n W p Q CO w. n a W WIFH-` K Md. 710L, 7 yr••* PRO``` I N T m. l LP) PGW130 EET: 4 OF 5 DESIGN PRESSURE CHARTS FOR CONTINUOUS VERTICAL MULLION Maximum design pressure capacity chart (pso Series 4700 Vertical Mullion (Twin) (11090) Design pressures are limited either by mullion or anchor screws or anchor clip capacity u..L.l.a 1 Init %A/irl+h /in% in) 18.0 21.0 1 24.0 27.0 1 30.0 33.0 1 36.0 39.0 42.0 45.0 1 48.0 1 53.0 24.0 75.0 75.0 75.0 75.0 1 75.0 75.0 1 75.0 75.0 75.0 75.0 1 75.0 1 75.0 30.0 75.0 75.0 75.0 75.0 1 75.0 75.0 1 75.0 75.0 75.0 75.0 1 75.0 1 75.0 36.0 75.0 75.0 75.0 75.0 1 75.0 75.0 1 75.0 75.0 75.0 75.0 75.0 75.0 42.0 75.0 75.0 75.0 75.0 75.0 75.0 1 75.0 75.0 75.0 75.0 75.0 1 75.0 48.0 75.0 1 75.0 75.0 75.0 75.0 75.0 1 75.0 75.0 75.0 75.0 75.0 75.0 54.0 75.0 75.0 75.0 75.0 75.0 75.0 73.0 70.3 68.2 66.7 65.7 64.9 60.0 15.0 75.0 75.0 75.0 70.0 65.9 62.5 59.9 57.7 56.0 54.7 53.3 62.0 75.0 75.0 72.2 67.1 63.0 59.7 57.0 54.9 53.1 51.3 49.1 66.0 75.0 73.0 66.7 61.8 57.5 53.6 50.4 47.9 45.7 44.0 41.8 72.0 75.0 fll. 63.2 56.8 51.7 47.6 44.3 41.5 39.2 37.3 35.7 33.6 84.0 60.6 46.0 41.2 37.4 34.3 31.8 29.7 27.9 26.4 25.1 23.3 NOTES 1. THE DESIGN PRESSURES IN THIS CHART ARE FOR THE MULLIONS LISTED HERE WHEN USED WITH THE CLIP DETAILED IN THI5 DOCUMENT. 1. FOR MULLCUPS INWOOD FRAMING INSTALLATION USE TWO I2)410 WOOD SCREWS AT EACH ANCHOR CUP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 11/2" MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 3. FOR MULL CLIPS IN CONCRETE/MASONRY INSTALLATION USE TWO (2)3/16"OW TAPCON SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 11/4" MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 4. CHARTS APPLY ONLY TO 4700 FIN MULLION EXTRUDED MULLIONS AS SPECIFIED HERE WHEN USED TO MULL SIDE -BY -SIDE WINDOWS WITH A VERTICALLY CONTINUOUS MULL. S. RFA0 WINDOW WIDTH AND MULL SPAN IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE POSITIVE AND NEGATIVE PSF. 6. DESIGN PRESSURE VALUES APPLY TO MULLION WHERE TWO OR MORE WINDOWS ARE LISTED IN A SINGLE OPENING. 7. REFER TO PER 3064 FOR MORE MULLION SPECIFICATIONS. k\ a A 5 PLY GEMIi111VIIDO\NS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151. PH: 540-464 6348 FX: 540-4844683 Z N m m O dO Z < Ox H Z > > lL R O u LLWL=j r m V n Z¢ dHm WfVC-I o. ] rn d H L7 N ? RCOZ Z32 UZN DWG#: PC7w. 13o SHEET: 5 OF 5 PLY GEM WINDOWS 4700 FLANGE MULLION NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FBC, SECTION 1710.5.3. 2. MULLION INSTALLATION DETAILS APPLY TO PLY GEM 4700 FLANGE ALUMINUM EXTRUDED MULL WITH ALUMINUM ANCHOR CLIP WHEN USED TO MULL WINDOWS WITH A HORIZONTALLY OR VERTICALLY CONTINUOUS MULLION. 3. APPROVED IMPACT PROTECTIVE SYSTEM 15 NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS ZONE 3 OR LESS. INDIVIDUAL UNITS MUST BE IMPACT RATED. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGION ZONE 4. 5. USE 410 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 11/2" INTO WOOD FRAMING. (SEE CHARTS & NOTES ON SHEETS 4 & 5 FOR DESIGN PRESSURE AND ANCHOR NOTES). 6. USE 3/16" ITW TAPCON SCREWS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 11/4" INTO CONCRETE/MASONRY SUBSTRATE. (SEE CHARTS & NOTES ON SHEETS 4 & 5 FOR DESIGN PRESSURE AND ANCHOR NOTES). 7. 2X4 WOOD BUCKS TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND 15 THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 8. SEE CHARTS & NOTES ON SHEETS 4 & 5 FOR DESIGN PRESSURE. 9. THIS MULLION 15 ONLY VALID WHEN USED IN CONJUNCTION WITH APPLICABLE HORIZONTAL PLY GEM PRODUCTS. MULL SPAN 10. ALL WINDOWS USED WITH THIS MULLION SHALL BE QUALIFIED UNDER SEPARATE APPROVAL 11. MULLION MATERIAL: 6063-T6 ALUMINUM. 12. CLIP MATERIAL: 6063-TG ALUMINUM 13. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITHTHE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF3000 PSI. 2 C. MASONRY- STRENGTH CONFORMANCETO ASTM C-90, MULL CLIP W/ GRADE N, TYPE 3. (OR GREATER). ANCHORS, TYP TABLE of CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A MULLION ASSEMBLY ELEVATIONS & NOTES 2 MULL VERTICAL & HORI. SECTION DETAILS AND ANCHORING 3 MULLION COMPONENT DETAILS 4 HORIZONTAL MULLION DESIGN PRESSURE CHARTS 5 VERTICAL MULLION DESIGN PRESSURE CHARTS TRANSOM HEIGHT 2 WINDOW HEIGHT HORIZONTAL MULLION FOR SIDE -BY -SIDE WINDOWS W/ TRANSOM a 1 E 2 VIER MUI 5 rh PLy GEMWINDOWS TRANSOM 433 N. MAIN 5T., PO BOX 559, HEIGHT I ROCKY MOUNT, VA 24151 WINDOW MULL CLIP W/ WIDTH ANCHORS, TYP UNIT HEIGHT Z WINDOW HEIGHT HORIZONTAL MULL SPAN HORIZONTAL MULLION FOR WINDOW WITH TRANSOM WINDOW A WIDTH ICAL LION AN laMULLCLIPW/ ANCHORS, TYP PH: 540-484-6345 FX: 540-464-6683 Zp m Y zH v0O w 0 Zz C> wV30 o C' N m pmZUjZn I j QCO3 g w mFH4 M w Q o 7- 0 H Q H V lSJ w o w- Z -,_ WINDOW r a o HEIGHT — — n y•• PRO ``` . VERTICAL (TWIN) MULLION FOR a N _ _ U Z SIDE -BY -SIDE WINDOWS DWG #: Digitally signed by Hermes F Norero, P.E. PG W 13 1 Reason: I am approving this document 1 ODate: 2015.01.02 13:06:22-05'00' SHEET: 1 F 5 SHEATHING 3/4" MIN. rA A PLY G EM BYOTHERSEDGEDISTANCEbVIIVINSTALLATION ANCHOR 2X WOOD FRAME BY OTHERS TWO ( 2) PER ANCHOR CLIP 433 N. MAIN 5T., PO 80X 559, SEE NOTES 4 & 5 ON SHEET 1) 11/2" MIN. ROCKY MOUNT, VA 24151 EXTERIOR FINISH EMBEDMENT PH: 540-484-6348 FX: 540-484-6683 BY OTHERS Z o m 9 FRAME 11/2" MIN. MULLION#11 84 EMBEDMENT CLIP 3/ 4" MIN. 7 O f4 > m x MULLION EDGEDISTANCEN11087-2 MULLION FRAME 11084 w O - ao a O = oexO. A. WINDOW MULLION CLIP 11087-2 e Q o C m w m m H H m m HEIGHT aoZGEXTERIORINTERIOR Cu HoZ L150< a 1 AVERTICALSECTION05mLHEAD- 2XW000/CONCRETE/MASONRY INSTALLATION ANCHOR MULL ANCHOR CLIP TWO (2) PER ANCHOR CLIP SEE NOTES 4 d 5 ON SHEET 1) MULLION FRAME SHEATHING 11084 O. A. WINDOW BY OTHERS m INTERIOR WIDTH EXTERIORFINI5H EXTERIOR BY OTHERS In g VERTICAL SECTION p HORIZONTAL SECTION O 2 4700 FLANGE MULLION JAMB - 2X WOOD FRAME i-'i O t MULLANCHORCLIP HHULu Lu 1cy- 0 EXTERIOR INTERIOR O.A. WINDOW 0 SCREW Z HEIGHT ( ZEACH5112EACHSIDE) MULLION CLIP MULLION FRAME 11084 Sl`` O 11087-2 11/4" MIN. EMBEDMENT dK MULLION 11084EXTERIOR FINISH EXTERIOR INTERIOR T-CLIP BY OTHERS 11091 U>'•,'` i d •' INSTALLATION ANCHORCLIPIX WOOD FRAME WINDOW FRAME TWO (2) PER ANCHOR BY OTHERS (OPTIONAL) SEE NOTES4 & 5 ON SHEET 1) CONCRETE/MASONRY 2-1/2" MIN. tii m Z m Z IV) BY OTHERSEDGEDISTANCEoNSuZE VERTICAL SECTION u DWG#: C VERTICALSECTION2SILL - CONCRETE MASONRY 2 T-MU"'°" PGW131 MULL ANCHORCLIPSHEET: 2 OF.5 lrj PLy GEMWwuows 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 HORIZONTAL MULLION PH:540-484-6346FX:540-484-6683 VERTICAL MULLION #11084 11084 1/4"-20 TEK SCREW z m T-CLIP (2 EACH SIDE) o # v 11091 Zp D . 6 J Shm a 0&DIA 0.165" DIA. z z17/8" 3/B" 7/167/8" Lb mZ 111/16" 11/16" 2 5/8" --- -- — 1/441/4 r 15/ 16" 0 T ANCHOR CLIP #11087-2 6063- T6 ALUMINUM T- CLIP #11091 Z 6063-T6 ALUMINUM USED TO MULL VERTICAL MULLION H z TO HORIZONTAL MULLION H LL) ryl w 2 7/8" 1 1 L. I -1- O Z 1 3/16" 1 5/16" FF 4700 FLANGE MULLION (#11084) 6063- T6 ALUMINUM d ' •.. , .• N T Z m z V) N V' a: = V z O Cs V V) DWG #: PGW13- 1 SHEET: 3 OF 5 Maximum design pressure capacity chart Series 4700 Horizontal mullion, single with transom (11084) Design pressures are limited eitherbymulllon or anchor screw or anchor clip capacity. Height (In) Unil width (In) Window Transom 24.0 12.0 30.0 15.0 36.0 18.0 a2.o 2i.o 24.048.0 54.0 2 7. 0 60.0 30.0 66.0 33.0 72,0 3G.0 DESIGN PRESSURE CHARTS FOR CONTINUOUS HORIZONTAL MULLION 18.0 21.0 24.0 1 27.0 1 30.0 3To F 36.0 39.0 42.0 45.0 48.0 1 53.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 76.0 1 75.0 76.0 75.0 75.0 75.0 1 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 1 75.0 75.0 75.0 75.0 MO 75.0 75.0 75.0 75.0 75.0 75.0 75.0 74.3 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 72.5 75.0 1 75.0 1 75.0 1 75.0 I 75.0 75.0 75.0 1 75.0 75.0 1 75.0 75.0 71.0 Maximum design pressure capacity chart (ps1) Series 4700 Horizontal mullion, twin with transom (11084) Design pressures are limited eitherbymulllon or anchor screw or anchor cilp capacity. WlndaW Trensom 36.0 42.0 48.0 64.0 60.0 56.0 72.0 75.0 84.0 90.0 96.0 106.0 24.0 12.0 75.( 75.0 75.0 75.0 71S) 75.0 74.6 63.4 54.5 44.2 36.3 28. 7 30.0 15.0 75.( 75.0 75.0 75.0 75.0 71.7 60.1 51.0 43.9 35.921.7 36.0 18.0 75.075.0 75.0 73.2 60.2 50.4 42.8 38.8 30.4 24.8 11.3 42.075.0 75.0 75.0 73.7 63.3 62.0 43.5 38.9 31.8 28.5 21.7 15.8 46.0 24.0 75.0 72.0 65.7 60.9 55.9 45.9 38.4 32.5 26.0 23.6 19.2 14.1 64.0 27.0 70.0 62.1 56.3 51.9 48.5 41.1 34.4 29.1 25.0 1 21.2 1 17.'A 1 12.7 60.0 30.0 61.8 54.6 49.2 45.2 42.0 37.3 1 31.2 26.4 22.6 19.3 15.8 11.6 66.0, 33.0 55.3 48.7 43.8 40.0 37.1 34.2 28.5 24.2 20.7 17.3 14.5 10.7 72.0 36.0 50.0 43.9 39.4 35.9 33.2 31.0 26.4' 22.3 19.1 16.5 13.5 9.9 NOTES 1. THE DESIGN PRESSURES IN THIS CHART ARE FORTH E MULLIONS LISTED HERE WHEN USED WITH THE CLIP DETAILED IN THIS DOCUMENT. 2. FOR MULL CLIPS IN WOOD FRAMING INSTALLATION USETWO (2) 410 WOOD SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 11/2' MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 3. FOR MULL CLIPS IN CONCRETE/MASONRY INSTALLATION USE TWO 12)3/16-ITW TAPCON SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 11/4' MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 4. CHARTS APPLY ONLY To 4700 FLANGE MULLION EXTRUDED MULLIONS AS SPECIFIED HERE WHEN USED TO MULL WINDOWS IN AN OVER-UNDER ORIENTATION WITH A HORIZONTALLY CONTINUOUS MULL S. READ WINDOW HEIGHT AND MULL SPAN IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE POSITIVE AND NEGATIVE PSF. 6. DESIGN PRESSURE VALUES APPLY TO MULLION WHERE TWO OR MORE WINDOWS ARE LISTED IN A SINGLE OPENING. 7. REFER TO PER 3065 FOR MORE MULLION SPECIFICATIONS. NOTES 1. THE DESIGN PRESSURES IN THIS CHART ARE FORTHE MULLIONS LISTED HERE WHEN USED WITH THE CLIP DETAILED IN THIS DOCUMENT. 2. FOR MULL CLIPS IN WOOD FRAMING INSTALLATION USE TWO (2) 010 WOOD SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/2- MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 3. FOR MULL CLIPS IN CONCRETE/MASONRY INSTALLATION USE TWO (2) 3/16' n W TAPCON SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 11/4" MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 4. CHARTS APPLY ONLY TO 4700 FLANGE MULLION EXTRUDED MULLIONS AS SPECIFIED HERE WHEN USED TO MULL WINDOWS IN A SIDE -BY -SIDE ORIENTATION WITH CONTINUOUS TRANSOM AND HORIZONTALLY CONTINUOUS MULL. B. RFAD WINDOW HEIGHT AND MULL SPAN IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE POSITIVE AND NEGATIVE PSF. 6. DESIGN PRESSURE VALUES APPLY TO MULLION WHERE TWO OR MORE WINDOWS ARE LISTED IN A SINGLE OPENING. T. REFERTO PER 3065 FOR MORE MULLION SPECIFICATIONS. P PlGEM 403N.MAINBOX 559, ROCKY MOUNT, VA 24151 PH: 540-464-6348 FX: 540-484-6683 Z pm D CO x v0) rn 2m2 LDOm ZUUp dry a Q m Z H ILI mrn O W Q w & -1 Rw a 0 muia ' 7a' rL v--•• In s W 0 T mZ H Z a LU w Cy k 1 Z Te lka tv T m Z J U) Q N 3 0 = S v Z O Q U Ln DWG #: POW131 5HEET: 4 OF 5 DESIGN PRESSURE CHARTS FOR CONTINUOUS VERTICAL MULLION Maximum design pressure capacity chart (pst) Series 4700 Vertical Mullion (Twin) (11084) Design pressures are limited either by mullion or anchor screws or anchor clip capacity u..1..1,1 1 Init Wirlth nnl in) 18-. 0--F 21.0 1 24.0 27.0 1 30.0 33.0 1 36.0 39"0 1 42.0 1 45.0 1 48.0 1 53.0 24.0 1 75.0 1 75.0 1 75.0 75.0 1 75.0 75.0 75.0 75.0 1 75.0 1 75.0 1 75.0 1 75.0 30.0 75.0 1 75.0 1 75.0 75.0 1 75.0 75.0 75.0 75.0 1 75.0 1 75.0 1 75.0 1 75.0 36.0 75.0 1 75.0 75.0 75.0 75.0 75.0 75.0 75.0 1 75.0 1 75.0 1 75.0 1 75.0 42.0 75.0 1 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 1 75.0 1 75.0 75.0 48.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 1 75.0 1 75.0 1 75.0 54.0 75.0 75.0 75.0 75.0 76.0 75.0 73.0 70.3 68.2 1 66.7 65.6 1 64.5 60.0 75.0 75.0 75.0 74.6 68.3 63.3 59.3 56.1 53.5 51.4 49.8 1 47.9 62.0 75.0 75.0 75.0 69.6 63.6 58.9 55.1 52.0 49.5 47.4 45.8 1 43.9 66"0 75.0 75.0 67.7 60.9 55.6 51.3 47.9 45.1 42.7 40.8 39.3 37.3 68.0 75.0 71.9 63.6 67.2 52.1 48.1 44.8 42.1 39.9 38.1 36.5 34.6 72.0 74.0 63.9 56.5 50.7 46.2 42.5 39.5 37.1 35.0 33.3 31.9 30.0 84.0 52.2 45.0 39.7 35.6 32.4 29.7 27.6 25.8 24.3 23.1 22.0 20.5 NOTES 1. THE DESIGN PRESSURES IN THIS CHART ARE FOR THE MULLIONS USTED HERE WHEN USED WITH THE CUP DETAILED IN THIS DOCUMENT. 2. FOR MULL CLIPS IN WOOD FRAMING INSTALLATION USE TWO (2) 410 WOOD SCREWS AT EACH ANCHOR CUP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1112" MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 3. FOR MULL CLIPS IN CONCRETE/MASONRY INSTALLATION USE TWO (2) 3116" RW TAPCON SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 11/4" MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 4. CHARTS APPLY ONLY TO 4700 FLANGE MULLION EXTRUDED MULLIONS AS SPECIFIED HERE WHEN USED TO MULL SIDE -BY -SIDE WINDOWS WITH A VERTICALLY CONTINUOUS MULL S. READ WINDOW WIDTH AND MULL SPAN ININCHES.DESIGN PRESSURE VALUES ON THIS CHART ARE POSITIVE AND NEGATIVE PSF. 6. DESIGN PRESSURE VALUES APPLY TO MULLION WHERETWO OR MORE WINDOWSARE LISTED IN A SINGLE OPENING. 7. REFER TOPER 3065 FOR MORE MULLION SPECIFICATIONS. ka A r ®PLy GEMWIND01^JS 433 N. MAINPO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540484.6683 Z m F Zoo n ZQ o{ FH oo Vi WIZ m T Z w n w Fa p0 Z H a WHaZm_ d m lL m E LU a M H 1> t111cO m Z O QN 3UI =2. V Z DWG #: PGW131 SHEET: 5 of 5 Florida Building Code Online Page 1 of 1 Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2014 FL# 12194 Application Type ALL Product Manufacturer All Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL bearcn rceswu FL# Tvpe Manufacturer Validated By Status FL12194-R5 Revision Aluminum Coils, Inc. Category: Panel Walls Locke Bowden 334) 300-1800 Approved Histo Subcategory: Soffits Ai—the [—mission if necessary. Approved by DBPR. Approvals Dy unrn snau uu rep Contact Us :: 2601 Blair Stone Road Tallahassee FL 32322 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cooyri^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 sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email saddressddeswhich can clickbemade available to the public To determine if you are a licensee under Chapter 455, Product Approval Accepts: eehecA Credit Card Safe t- i-nc- i I-,mvj w f1nridahui[ding.or9-/or/Dr app_lst.aw 11 /29/2017 Florida Building Code Online Page 1 of 2 iiM BCIS Home Log In i User Registration I Hot Topics ; Submit Surcharge j Stats & Facts j Publications ; FBC Staff ; BCIS Site Map ; Links j Search Flontla Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL12194-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived 17 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 n Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden R Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R5 COI ALC15001 2 Evaluation Report 2014 FBC 04 T4 Soffits - FINAL.odf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 1986 Equivalence of Product Standards Certified By Sections from the Code httiDs://www.ftoridabuilding.org/pr/pr_app_dtL.aspx?param=wGEVXQwtDquk... 11 /29/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 06/14/2017 Date Validated 06/14/2017 Date Pending FBC Approval 06/19/2017 Date Approved 08/08/2017 Date Revised 09/06/2017 Chhmmary of Products FL # Model, Number or Name Description 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Approved for use in HVHZ: No Installation Instructions FL12194 R5 II ALC15001 2 Evaluation Report 2014 FBC 04 T4 Soffits - FINAL.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +80/-90 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports FL12194 R5 AE ALC15001 2 Evaluation Report 2014 FBC 04 T4 Soffits - FINAL odf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone' 850-487-1524 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emaits provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee underChapter455, F.S., please click here . Product Approval Accepts: M Credit Safe SC'CI1rIlF1t ETRiGS httn-;- //www-floridabuilding.orp-/pr/pr__app_dtl.aspx?param=wGEVXQwtDquk... 11 /29/2017 sorP=, r— CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: Manufacturing: Quality Assurance: 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, FL 33647 813) 480-3421 FLORIDA BUILDING CODE 5T" EDITION (2014) PRI Construction Materials Technologies (QUA9110) Issued August 27, 2015 SCOPE Category. Panel Walls Subcategory: Soffits Code.Sections: 1404.5.1, 1710.9.4 Properties: Wind Resistance REFERENCES En& Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS 1. This report is not for use in the HVHZ 2. Design wind loads shall be determined in accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for 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 3/ 8" F-Channel Preformed nominal 0.0164nch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 318" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.0194nch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. ALC15001 FL12194-R3 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. A CREEK T)CHNICAL SERVICES, LLC PRODUCT DESCRIPTION ALUMINUM COILS, INC Soffits 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Panels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 inz/lin.ft and for the 'center vent configuration. See Appendix D for dimension drawings. P 12" T4 Soffit Preformed nominal 0.01354nch thick, 3105 H=14 aluminum soffit panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4,2 inzAin.ft for the `center vent configuration. See Appendix D for dimension drawings. ALC15001 FLt2194-R3 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does. not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. i.r CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, ING Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 50' Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. aY R.. PA,',,. 2015.08.27 No 74021 07:05:00 ny:.y.y..anu.rrcrn.. 04'00' 3. STATE OF .: 4t, 4 O R O P N':` Zachary R. Priest, P.E. e 3 Florida Registration No. 74021 41 ONA ` Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest P.E does not have, nor will acquire,. a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product APPENDICES 1) APPENDIX A —Approved Systems (7 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001 FL12194-R3 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC.of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHi ICAL 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 SP'F (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others In accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details areas follows: a. 12" T4 Soffit —12-inch o.c. Fastener Fastener Location Location 1 -1 b. 12" T4 Soffit— 4-Inch o.c. Fastener Fastener Fastener Fastener Location Location Location Location ALC15001 c. 16" Q4 Soffit— 16-inch o.c. Fastener Fastener Location Location 1 1 FL12194-R3 1 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty,. installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit— 8-inch o.c. Fastener Fastener Fastener . ALUMINUM COILS, INC Soffits Approved. -Sstem Nurnbers:and.Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12drich Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved S stems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 9Q1 Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F- Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One ( 1) min. 318-Inch head dia, nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 12F- 1 Max. Wood min. 1.25-Inch embedment spaced Wood crown staple spaced 16-inch 0072-Inch dia, x min. 3/16- td0. 0 16- inch 24-Inch D.C. D.C. inch head dia. trim nail spaced 36-inch D.C. Three ( 3) min. 3/4-inch x 114-inch One (1) min 314-inch x 1/4-inch One (1.) min,1 3/4-inch long x 12F- 2 Max. 16= inch Wood crown staples in diamond pattern Wood crown staple spaced 8-Inch D.C. 0. 072-inch dia. x min. 114-inch head diatrip nail spaced 48- 48. 64. 2 spaced 24-inch D.C. and securing each panel lap Inch D.C. One (1) min 3/4-inch x 114-inch One (1) min. 1 3/4-inch long x 12F-3 Max. Masonry One ( 1) 14 ga. 5/8-Inch long T nail Wood crown staple spaced 8-inch D.C. 0.072- Inch dia, x min. 1/4-Inch 48 16-Inch spaced 8-Inch D.C. and securing each panel lap head dia. trip nail spaced 48- Inch D. C. ALC15001 FL12194- R3 Page 2 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assuranoe changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not speciricaliy addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width Psfl Substrate F-Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Max. Three (3) min. 3/4- inch x 1/4-Inch crown One (1) min. #8 x 1/2-inch longx 3/8-inch head diameter One ( 1) min 3/4-inch x One (1) min. 1 3/4-inch long x 0. 072-inch dia, xmin. 1/4-inch 48 12JA 16- Inch Wood staples in diamond pattern spaced 24- screw spaced 16-inch o.c. Wood 1/4-Inch crown staple spaced 8-Inch o.c.. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with. F-Channel Wall Connection Eave Connection System Panel MDP No. Width Psfl Substrate F- Channel Attachment Substrate Panel Attachment Fascia Cap Attachment One ( 1) 18 ga. 1l4-inch crown x One ( 1) min. 1.75=Inch x D Inch diameter 16F= 1 Max, Masonry One ( 1) 14 ga. 6/8-inch long T nall Wood 1-inch leg staples spaced max. finishing nail with min. 3/16- finishingHt53.3 12- Inch spaced max. 8-Inch o.c. 4-Inch o.c, and securing each inch head spaced panel lap 12-inch o.c. One ( 1) 18 ga. 1/4-inch crown x One ( 1) min.'1.75-Inch x 16F- 2 Max' Wood Three ( 3) 18 ga.1/4-inch crown x 1- inch leg staples in diamond pattern Wood staples spaced max. 0. 072-inch diameter finishing nail with min. 3/16- 53.3 12- Inch spaced 16-Inch o.c. Inc cleg 4-Inch o.. and securing each 4panel lap Inch head spaced 12- inch o.c. Max. One ( 1) 3/8-inchhead dia. nail, min. One (1) min 3/8-Inch x 318-inch One (1) min. 1 3/4-Inch long x 0.072 Inch dia. x ruin, 16F- 3 16- inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/ 16-inch head dia. trim nail 25 6 Inch o.c. o c spaced 36-inoh o.c. Max. Three ( 3) min. 3/4-inch x 114-inch One (1) min 3/4-Inch x 1/4-Inch One ( 1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4- 27 16F 4 16- inch Wood crown staples (n diamond pattern Wood crown staple spaced 8-inch o.c, inch head dia. trip nail 36.1 spaced 24-Inch o.c, spaced 48-inch o.c. ALC15001 FL12194-R3 3of7 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality 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 spedifically 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 Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch.crown x One (1) min. 1.75-inch x 16F-5 Max, Masonry One (1) 14 ga. 5/8-Inch long T nail Wood 1-Inch leg staples spaced 4- 0.072-inch diameter finishing nail with min. 3/16- 43.31Max. spaced 8-Inch o.c. Inch o.c. and securing each Inch head spaced panel lap 16-inch o.c. Three (3) 18 ga.I/4-Inch crown x 1- One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-6 Max. 16-inch Wood Inch leg staples in diamond pattern Wood 1-Inch leg staples spaced 4- inch o.c. and securing each finishing nail with min. 3/16- t43.3 spaced 16-Inch o.c. panel lap Inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width iPsfl Substrate J-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-Inch x 1/4-inch One (1) min. 1 3/4-Inch long x 0.072-Inch dia. x 23.5 16J-1 16-Inch Wood crown staples In diamond pattern Wood crown staple spaced 8-Inch mc, min. 1/4-Inch head dia. 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 duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pst) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Noal 1x2Nominal1 crown x 1-inch leg No' staples spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c, securing One (1)18 ga. 1/4- One (1) min. 1.75-Inch x Max. Inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-Inch Wood leg staples in 1) min. 2.25- Wood leg staples spaced 8- finishing Hall with min. 801-90 diamond pattern Inch x 7d ring One (1) min. 1.75-Inch inch o.c. 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 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 One (1) min. 1.5- No.2.SYP 12=Inch o.c. securing One ga. 1/4- One (1) min. 1.75-Inch x Max. Inch x 11 ga. anchored to each panel lap inch crown x 1-inchcrown 0.072-inch diameter 801 24F-2 12-Inch Wood smooth shank roofing nail spaced rafter with one 1) 7d x 2.25- One (1) min. 1.75-inch Wood leg staples spaced 8- finishing nail with min. 3116-inch head spaced 76.6 16-inch o.c. Inch ring shank x 0.072-Inch diameter inch o.c. 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3116-inch head spaced 4-Inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced No.2 SYP 12-Inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-Inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80! 24F-3 12-inch Masonry inch long T nail Palter with one Wood spacedlegstaplesspaced 8- finishing nail with min. 76.6 spaced 8-Inch o.c. 1) 7d x.2.25- One (1) min. 1.75-Inch inch 311.64nch head spaced Inch ring shank x 0.072-Inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001 FL12194-R3 Page 5 of 7 This evaluation. report is provided for State of Florida product approval under Rule 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 speeitically,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 Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staples spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c, securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown. x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-4 16-Inch Wood leg staples in 1) min. 2.25- Wood leg staples spaced 8- finishing Hall with min. 80/-60 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch mc, and securing 3/16-Inch head spaced spaced 16-Inch o.c. shank. nail x 0.072-Inch diameter each panel lap 16-Inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced One (1).min. 1.5- No.2 SYP 12-Inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. Inch x 11 ga. anchored to each panel lap inch crown x 1-Inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c, and securing 3116-Inch head spaced 16-Inch o.c, inch ring shank x 0.072-Inch diameter each panel lap 16-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c: One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-Inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-Inch 0.072-inch diameter 24F-6 16-Inch Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 80/-60 spaced 8-Inch o.c. 1) 7d x 2.25- One (1) min. 1.75-Inch inch o.c. and securing 3/16-inch head spaced inch ring. shank x 0.072-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. AL015001 FL12194-R3 Page 6 of 7 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLG of any product changes or quality assurance changesthroughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addfessed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width Psf) Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with one (1) min. 2.25-Inch x 7d One (1) 18 ga.1/4-inch Nominal 1x2 Ong shank nail crown x 1-inch leg No.2 SYP anchored to Three (3) 18 ga.1/4-inch crown straight -nailed through the.rafter Into the end staples spacedpOnet2-Inch securing One (1) 18 ga.'/,- 1) min. 1.75-Inch 24J-1 Max. rafter with one x 1-inch leg of the batten or two (2) each panel lappaellap Wood Inch crown x 1-inch x 0.072-inch diameter finishing nail with min. t60 12-inch 1) min. 2.25- staples In diamond min. 2.25-inch x 7d One (1) min.1.75-inch leg staples spaced 3/16-Inch, head spaced inch x.7d ring pattem spaced.16- ring shank nails toe- x 0.0.72-inch diameter 8-inch o.c. 12-inch o.c. shank nail Inch o.c. nailed an either side of the batten at each finishing nail with min. 24-inch o.c: batten/ratter 31184nch head spaced Intersection. Max. 4-Inch o.c. rafter spacing is 24-Inch o.c. Nominal 1 x2 No.2 3YP scabbed between rafters with one (1) min. 2.25-inch x 7d One (1) 18 ga.1/4-inch Nominal 1 x2 shank nail crown x 1-inch leg No. Ong nch SYP anchored to Three (3) crownga.1/4-inch crown straight -nailed through the rafter into the end staples acedpp 12-inch securing One 1 18 a.'/.- g inch crown x 1-inch One (1) min. 1.75-iKch 24J_2 Max, rafter with one x 1-inch leg of the batten or two (2) each panel lappa Wood Peg staples spaced x 0.072-inch diameter finishing nail with min. t53.3 16-inch. 1) min. 2.25- staples in diamond min. 2.25-Inch x 7d One (1) min. 1.75-Inch 8-inch o.c, and 3/16-inch head spaced Inch x 7d ring pattern spaced 16- ring shank nails toa- x 0.072-Inch diameter securing each. panel 16-inch o,c. shank nail inch o.c. nailed'on either side of the batten at each finishing nail with min. lap 24-inch o.c. batten/rafter 3/16-Inch head spaced Intersection. Max. 4-inch o.c. rafter spacing is 244nch o.c. ALC15001 FL12194-R3 Page 7 of 7 This evaluation report Is provided for State of Florida product approval under Rule 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 INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional Installation details of a selected system and maximum design pressures limitations. m No. I Installation Detail Min. 3/'B11.head dia. nail with min. 1W engagement(for wood substrate) or min.. 0-097" din. T-nail or .stub nail with inin. '57-8." .angagement(for concrete or block substrate),. spa.ced as noted above.. FASCIA .SLIP BOARD FASCIA TRIM 12F-1 & \' SOFFIT (OVERHANG WIDTH VARIES) 12F-3 "F" CHANNEL Wood, Conc!7— or Dlack'W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 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 ALC15001 FL12194-R3 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty,. installation, recommended use, or other product attributes that are not specifically addressed herein. - CREEK TECHNICAL. SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail i " 3T `" ` SOFFIT STAPLE OPEN RAFTER I ; DIAMOND PATTERN 3/4" X 1/4" i ,' DETAILCROWNSTAPLES' Ate" USING A DIAMOND —" STAPLES / PATTERN FACIA BOARD i FASCIA CAP 12F-2 3/4" X 1 /4" CROWN FACIA BOARD B" 1-3/4" TRIM NAILRSTAPLE' ON CENTER' 1-3/4" TRIM NAIL PAINTED S.S. F" CHANNEL CAN BE PLANTED S.S. 4B" FASCIA CAP INSTALLED WITH THE Ole. NAIUNG FLANGE UP OR3/4" . X 1 /4" DOWN CROWN STAPLE SOFFIT —max. 12-inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA D ETAI L ALC15001 FL12194-R3 Page 2 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL_ SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER 3/11• MAO SOFFIT -STAPLE iGISTi TARX S DIAMOND DETAIL. a PATTERN FACIA BOARD XTVM; STAPI.LS / 3/4" X 1/4' CROWN STAPLE "24" ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 3/4' X 1/4" CROWN B" 1JTRIMNMAILFACIA BOARDSTAPLEONCENTER P—CHANNEL 1-3/4" TRIM. NAILscrewedtosoffitP?dNTED S.S. 4B"with onetl) :ile x FASCIA CAP 1/2" x 3/B" head O•C• 3 4' X 1 4' diameter screw,CROWN STAPLE SOFFIT —max.. 12-inch span S WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001 FL12194-R3 Page 3 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty,. installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1'I" TRIM NAIL FASCIA BOARD PAINTED 5,5, FASCIA CAP SOFFIT 1"4" CROWN STAPLE OPEN RAFTER FASCIA BOARD 14 5A 5/V T•611. 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT L FASCIA DETAIL F" CHANNEL SOFFIT; 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 changes throughout the duration for which this report Is valid. This evaluation report does not express nor,impiy warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL. SERVICES, LLC System No. Installation Detail Min. V8'" head diet. nail with min. 1%11 engagementtfor wood 'gub*strat'e) or min. 0..097" dia. T-nail or stub nail with min. 5/9" engagemen.t(f.or concrete or block substrate); spAced as..not'ed above.. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL Wood, Concrete or eloo)c. Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" 0. C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT .& FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B AL015001 FL12194-R3 Page 5 of 12 This evaluation, report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B SySterh No. Installation Detail i "0n„ SOFFIT STAPLE OPEN RAFTER I ;DIAMOND. PATTERN D ETAI L CROWN STAPLES t, 3/°,vm,aXTUSINGADIAMONDSTAMM PATTERN FACIA BOARD i FASCIA CAP 16 F-4 CIA BOARD3/4" X 1/4" CROWN 14S.S. a" STAPLE ON CENTER p1-3/44- TRIM NAILNELCANBEPAINTEDS.S. 40' FASCIA CAP INSTALLED WITH THE O.C. NAILING FLANGE UP OR " X 1/4" DOWN WN STAPLE SOFFIT —max.. 26-inch span WOOD SFIT SUBSTRATE SOFFIT 8c FASCIA DETAIL ALC15001 FL12194-R3 6of12 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 It valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHPIICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 J" TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1"xi" CROWN STAPLE OPEN RAFTER FASCIA BOARD P'x}" CROWN STAPLES SOFFIT & FASCIA USRIG,A DIAMOND DETAIL 16F-2 & PATTERNi REFER TO 16F-6 SOFFIT STAPLE DIAMOND PATTERN DETAIL FASCIA CAN T\ TO SOFFIT & FASCIA / 3„ DETAIL 8 F" CHANNEL--,--" HANNEL SOFFIT: MAX. 16" SPAN SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 7 of12 This evaluation report IS provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for 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.. 16J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail 4" X 1/4' CROWN STAPLE "24" CENTER USING ,A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B OPEN RAFTER SOFFIT STAPLE GIST I ' DIAMOND PATTERN FACIA BOARD I\\_j L * it STMLES / D ETAI L FASCIA CAP 3/4" X 1 /4" CROWN FACIA BOARDJSTAPLE "8" ON CENTER 1-3/4" TRIM NAIL 1-3/4' TRIM NAIL PAINTED S.S. PAINTED S.S. 48" FASCIA CAP O.C. 3/4" X 1/4" CROWN STAPLE SOFFIT —max. 16-inch span. SOFFIT & FASCIA D ETAI L ALC15001 FL12194-R3 Page 8 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the, duration for which this report Is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B Systerti No. Installation Detail 1 }' TRIM NAIL FASCIA BOARD PAINTED S.S. 1-x}" CROWN' FASCIA CAP STAPLES SOFFIT USING A O(AMONO R PATTERN; REFER TO 1"x}" CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 }" TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 1-xt' CROWN STAPLE — FASCIA CAP; REFER r TO SOFFIT RFASCIA / \ DETAIL NominaltSYP I I I 376' Batten Anchored to SOFFIT; MAX.2L" I I F- CHANNEL Ratters with one 7d Ring Shank Nall at every Ratter % W000 SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 9 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3.. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes fhroughowt 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 HAIL FASCIA BOARD PAINTED S.S. LA" SMOOTH SHANK FASCIA CAP ROOF HAILS SOFFIT 1"x}" CROWN STAPLE 1 }" TRIM HAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 1"x}" CROWN STAPLE FASCIA CAP; REFER TO SOFFIT L FASCIA DETAIL Nominal 1"x24 SYP Batten Anchored to SOFFITI MAX. 24" F-CHANNEL Rafters with one Id Ring Shank Nall at every Rafter ' WOOD SUBSTRATE ALC15001 FL12194-R3 Page 10 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 }" TRIM NAIL FASCIA BOARD PAINTED S,S. UGA i' T-NAILS FASCIA CAP SOFFIT l'X}" CROWN STAPLE 1 }" TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-3 & 24F-6 1"xJ' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT 3 FASCIA DETAIL Nominal 1"W SYP F-CHANNEL Batten Anchored to SOFFIT; MAX. 24" Rafters with one Td Ring Shank Nail at every Rafter MASONRY ALC15001 FL12194•R3 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 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. 1'x1' CROWN FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERNr REFER TO CANTILEVERED' I"x CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAIL FASEIA BOARD SOFFIT & FASCIA I TRIM NAIL DETAILPAINTEDS.S. 24J-1 & 1.4- CROWN STAPLE 24J-2 FASCIA CAP; REFER \ TO SOFFIT L FASCIA DETAIL / Nominal 1" x 2" SYP battens B scabbed between rofand SOFFIT; MAX. 14" I 3'/ 0' J- CHANNEL secured with one (t) 7d 7d ring shank hall strolght-nalled through the raOerinlo the and WOOD SUBSTRATE of the batten or two (2) 7d ring stank nalls toe -nailed on \ either side of the baltarn at the ballenlrafler 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. 7. CREEK TECHNICAL. SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609.1 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design .wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-fe or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V„ it is shown in the tables below. Design pressures are multiplied by 0.6 In accordance with Section 1610.9.4'of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a"shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than' either 4% of the least horizontal dimension or 3-ft. ALC15001 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance •changes throughout the duration for which this report is valid. This. evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TF-CHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Qesi n Wlnd'Pressures4brSoffits imEx osure 13. : Building TYpe• Zone Mean' Roof' 1.20, Height ft. Basic Wind S eed' mph): 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 16.9 193 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 4 40 18.3 21.5 24.9 28.6 32.5 36.7 1 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 41.1 46.0 51.3 56.8 Negative 20 20.8 24.4 28.3 32.5 37.0 41.7 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 32.5 37.0 41.7 46.8 52.1 57.8 5 40 22.6 26.5 30.7 35.3 40.1 4.5.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37,6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 6.3.3 70.1 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30..0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 1 27.1 30.0 4 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 Enclosed. 60 13.1 15.4 17.8 2.0.5 213 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:B 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 5 40 11.7 13.8 16.0 1 18.3 120.8 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 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addfessed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures fob Soffits in Ex osurwC Building Type Zone Mean Roof Hei ht ft Basic Wind, S eed m h `. 120'. 130 140 150 160 , 170 180 1.90 . 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 Load's) 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 5 30 29.1 34.2 39.6 45:5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62..0 69.5 77.5 85.8 50 32.4 38A 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 9.3.2 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14..5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37..9 42.0 4 40 1.6.0 1.8.8 21.8 251 28.5 32.2 36.1 40.2 44.5 50 16.8 19:7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive. Loads) Loads) 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 5 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.B 42.1 46.7 60 1 17.4 20.5 23.7 27.2 31.0 1 35.0 39.2 43.7 48.4 ALCI5001 FL12194-R3 Page 3 of 4 This evaluation report is provided .for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify. CREEK Technical Services, LLC of any product changes ,or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, ING Soffits Appendix C Desi n'Wind';Pressuresfor, SoffitsJn,Exposure D. Building- , Type..• Zone Mean Roof Height ( ft). Basic Wind S eed m ti 120 130 14.0 150, 160 - 17.0 180 190 200 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72..2 25 2710 31.6 36.7 42,1 47.9 54.1 60.6 67.6 74.9 4 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 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 5 30 34.5 40-4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42..5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51..4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108..1 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7, 38.9 43.3 • 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44,8 49.7 4 40 18.8 22A 25.6 29.4 33.4 37.8 1 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 Enclosed 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive 20 16..7 19:5 22.7 26.0 29..6 33A 37.5 41.7 46.3 Loads), 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 413 48.0 5 30 17.9 21.0 24.3 27.9 31.8 35..9 40.2 44.8 49.7 40 18.8 22A 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 1 19.6 23..0 1 26.7 30.6 34.8 1 39.3 1 44.1 1 49.1 54.4 60 1 20.2 23.7 1 27.5 31.6 35.9 1 40.5 1 45..4 1 50.6 56.1 ALC15001 FL12194-R3 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL, SERVICES, LLC 3/8" F-Channel 3/8" J-Channel 3/8" —r I-+-- 3/4" - --o- 1/6" HEM 1 5/e" T- 17 3/4" 318" ISOMETRIC VIEW 318" PROFILE ISOMETRIC VIEW 3/9" PROFILE ALUMINUM COILS, INC Soffits Appendix D ALCI5001 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 duration for which this report Is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL, SERVICES, LLC Fascia 3/4" 7/8" ALC15001 1/8" HEM 6"FASCIA 7" BLANK FL12194-R3 ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D 2of4 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 quallty assurance changesthroughout thel duration for whioh this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not speclflcally addfessed herein. CREEK TECHNICAL, SERVICES, LLC 16" Q4 Soffit 25 TP. 0.125 TYP. 15" BLANK 3 / 8 FROFILE 2.625 T'P. d 00000 00000 aoa000ci 00000 000000 0000a WIf1F 1 nINFR PA RN ( I 1 LOWERS FORMED IN SAME DIRECTION AS RIBS) ALUMINUM COILS, INC Soffits Appendix D ALC1.5001 FL12194-R3 Page 3 of 4 This evaluation report Is provided for State of Florida product approval under RWIe 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 12" T4 Soffit 3 5/16" 7/8" _ I 3 1/8" _ r _7/8" _ 1 _ 3 1/8" 1/2" 1/2" 1/2" 1/2" 1/2" 25 TYP. 0.125 TYP. 2.625 REF. 50 TYP.. ALUMINUM COILS, INC Softlts Appendix D o 00000 00000 a00000= 00000 000000 000ao N10F 1 A NER PATTERN (F11I I . SrJI F) LOUVERS FORMED IN SAME DIRECTION AS RIBS) END OF RSPORT ALC16001 FL12194-R3 Page 4 of 4 This evaluation report. Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. Thfs evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Florida Building Code Online Page 1 of 1 s- r nP otle al Florida r pe,frm Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Refine Search FL# 5444 Product Manufacturer ALL Subcategory ALL Compliance Method ALL QualityAssurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL La #Tvoe Manufacturer Validated By Status FL5444-Rll Revision CertainTeed Corporation -Roofing John W. Knezevich, PE Approved Category: Roofing 954) 772-6224 Histo Subcategory: Asphalt Shingles Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the PDC an Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487,1395. *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address Iftheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email address which an be made available to the public To determine if you are a licensee underChapter455, F.S., please dick here . Product Approval Accepts: 0 ® EChec Credft Card Safe SCCUCIt bttiTk[C'ti' F,++-,- i /lAf%A/XA/ flnririahllilriina nra/nr/nr ann lst.asDX 11 /29/2017 Florida Building Code Online Page 1 of 2 a nEs"'O sr n fla egulat o 1 Yr=<. 91111 y Fiorda VVV is " Product Approval USER: Public user Product Menu > Product oror A p cation Search > Aoolica[ion Li > Application Detail FL # FL5444-R11 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610) 893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Harrier mark.d.harner@saint-gobain.com Technical Representative Mark D. Harrier Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark.D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0' Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE l% Validation Checklist - Hardcopy Received Certificate of Independence FL5444 R11 COI 2017 01 COI Nieminenodf Referenced Standard and Year (of Standard) Standard ASTM D3161, Class F ASTM D3462 ASTM D7158, Class H Equivalence of Product Standards Certified By Sections from the Code Year 2009 2009 2008 r -L__. , ,........ Cl— ;.d—k. ;IA;nn nrrt/r,r•/nr ann ritl acnx?naram=wGEVXOWtData... 11 /29/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 06/06/2017 Date Validated 06/08/2017 Date Pending FBC Approval 06/09/2017 Date Approved 08/08/2017 Date Revised 09/07/2017 Summary of Products FL # Model, Number or Name Description 5444.1 CertainTeed Asphalt Roofing 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural Shingles asphalt roof shingles Limits of Use Installation Instructions FL5444 R11 II 2017 06 FINAL ER CERTAINTEED AsphaltApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes Shingle FL5444-Rll.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 S for Limits of Use EvaluatFL54441 RI on Reports 2017 06 FINAL ER CERTAINTEED Asphalt Shingle FL5444-Rll.Ddf 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 WEED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address ifcommunicationwiththelicensee. However email addresses are public record. If you do not wish totheyhaveone. The emails provided may be used for official comm supply a personal address, please provide the Department with an email455, Fss which can click made here • be available to the public To determine if you are a licensee under Chapter Product Approval Accepts: Wh Credit Card Safe i rnro/nr/nr ann ritl_asnx?naram=wGEVXOwtDQta... 11/29/2017 s 61, d%fG `—,s QTRINITY ERD PAW I IATinN RFPnRT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 EXTERIOR RESEARCH & DESIGN, LLC. certificate of Authorization ##9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report :S5sZ.uy.u-1—K.11 FL5444-R10 Date of Issuance: 09/22/2005 Revision 11:12/08/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinitylERD 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 at thejob site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59155, Florida DC4ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 12/08/2016. This does not serve as an electronically signed document Signed, sealed hardoopies have been transmitted to the Product Approval Administrator and to the named dient CERTIFICATION OF INDEPENDENCE: will it acquire, a financial interest in any company manufacturing or1. TrinitylERD does not have, nor does it intend to acquire or distributing products it evaluates. 2. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. i 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 5th Edition (2014) Florida Building Code and Sth Edition 2014) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Pro a Standard Year 1507.2.S, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R90S.2.6.1 Wind Resistance ASTM D3161, Class F 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O08 3. REFERENCES: Enti Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 OBCA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL(TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 OSNK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 UL LLC (TST 9628) ASTM D3462 4787380357 10/13/2016 UL LLC (TST 9628) ASTM D7158 4787380357 11/08/2016 UL LLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 Exterior Research and Design, LLC. Evaluation Report 3532.09.0S-R11 Certificate afAuthorization #9503 FBC NON-HVHZ EVALUATION FL5444-RlO Revision 11: 12/08/2016 Page 2 of 12 Q,-ITRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT2011, XTT" 25, XT`" 30 and XTT" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 ArcadiaT", BelmontT", Carriage House Shangle°, Grand Manor Shangle°, Landmark", LandmarkT" IR, Landmark'' Pro, Landmark" Premium, Landmark"' TL, Landmark"" Solaris and Landmark' Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGateT" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shaker", Presidential Shaker" IR, Presidential Shake TLT" and Presidential Solaris— are fiberglass reinforced, architectural asphalt roof shingles. 4.5 HatterasT", Highland Slater" and Highland SlateTM IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 PatriotT" 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 RidgeT", Shadow Ridge', Cedar CrestT", Cedar CrestT 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 Vasd = 150 mph (Vuit = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to Vasd =150 mph (Valt = 194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidential SolarisT") exceeds the calculated uplift force (FT) at a maximum design wind speed of Vasd = 150 mph (V„It = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. Exterior Research and Design, LLC. Evaluation Report 353Z.09.05-R11 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 3 of 12 i TRINITY IERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 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 accordancewith 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. XTTm 25, XTTm 30, XT- 30 IR: 6.4 FCT2 AND STANDARD SLOPE ENGLISH 12" 12" 12" 305 mm) (305 rrunj (305 mm)— -1 r- 1J"( 25mm)— lant— 1"(25mm) 5 5/s" (145 mm) 5 i12-Pia rwood T METRIC 1 " ( 25 mm) Sealant 1" (25 mm) 61A" Figure i13: Use fournadsfor eanyfidl shingle. STEEP SLOPE Use four nails and six spots of asphalt roofing cement' for every full shingle ( Figure 11-4). Asphalt roofing cement meeting ASTM D4586 Type Ills suggested. Roofing Cement Apply 1" (25 mm) spots of asphalt roofing cement under each tab corner. Figure I1-t. Usefournails andsie spots ofaspbaltremenf on steep slopes. CAUTION: Excessive use of roofing cement can cause shingles to blister, 6. 4.1 Hip & Ridge for CT20T', XTI" 25 XTT" 30, XT'm 301R: Cut Shingles 11. t I-.- —i F+2" (50 mm) Remwe_^ 25 mm)I, 11-i1 1 1 1I li if it 12" Cap Cap — Cap 305inm) Shingle Shingle Shingle Figure 11-24.• Gist tabs, then film back to make rap shingles English dimensions sbom). 12 ( 305 rMn Fastie 125mm1 all 55ig S \arty n, N°rt+°°aQ Figure 11-25•' ImW(ahon of raps along the hips and ridges. 6. 4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic" NP11" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, LLC. Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Evaluation Report 3532.09.05-1111 FL5444- RSO Revision 11: 12/08/2016 Page 4 of 12 6.5 6.5.1 LOW AND STANDARD SLOPE Use SIX nails for every full shingle located as shown beloiv Nail Line Nail Nail Line 1' (25 mm) 1' (25 mm) Figure 2: Use six nails for every full shingle. f TRINITY IERD STEEP SLOPE Use SIX nails and FOUR spots of asphalt roofing cement for every full shingle as shown beloie Apply asphalt roofing cement 1"(25 mm) from edge of shingle. Asphalt roofing cement meeting ASTM D 4586 Type H is suggested. Hip & Ridge for Arcadia'": Cedar Crest-, Cedar Crest`' IR 1' (25 mm) 1' (25 mm) -- EOLF C, Figure 3: Use sit• nails mid four spots of asphalt roofing cement on steep slopes. Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic° NP11"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line V. to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. Hand -sealing adhesive 4' 11 /4n 3/4" Dab Of asphalt cement between 1nshinglelayers Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1111 Certificate ofAuthorization tt9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11:12/0812016 Page 5 of 12 6.6 l BELMONTT°': Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located .as shown below_ va' (16 am'n) o Arldbod iml3 d RGn[f.,i TRINIiY ERD 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 belovv_ Asphalt roofing cement meeting ASTM D4586 Type II is suggested. T SIB' (1fi mnj t•(y5mm) ---RonringGms t 6.6.1 Hip & Ridge for BelmontT : 6.6.1.1 Option 1: Refer to instructions herein for Cedar Crest", Cedar Crest`" IR hip and ridge shingles. 6.6.1.2 Option 2: Shangle° Ridge Figure 17-18: Sbangle® Ridge. Exposure Remove tape from the right side and fasten8 SECOND Fasten the left side 85f8 / RIGHT FIRST LEFT Figure 17-19: Installation ofSbangleO Ridge sbingles an bips and ridges. 1 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastice NPSTM"' adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Evaluation Report 3532.09.05-1111 Exterior Research and Design, L-C. FBC NON-HVHZ EVALUATION F1 Certificate olAuthorization #95(F3 Revision 11.12/08/20Z/08/2016 Page 6 of 12 6.7 6.7.1 6.8 CARRIAGE HOUSE SHANGLEm AND GRAND MANOR SHANGLE®: STEEP SLOPE LOW AND STANDARD SLOPE Use five nails for every full Shangle. 1„ +1.. 25 mm) ( min) 5/B" 16 mm) ( m) Figure I7-4 Ure face naiJsforecetyfitlt GrandAtanorStxrrtgte, Carriage llouse Shangle, or Centennial State. Q'ri,NITYJERD Use seven nails and three spots of asphalt roofing cement for every full Grand Manor Shangle. Use five nails and three spots of asphalt roofing cement for every full Carriage House Sbangle and Centennial Slate. Apply asphalt roofing cement 1" (25 min) from edge of shingle Figure 17-5). Asphalt roofing cement meeting ASTM D45861j1)e II is "suggested. 5, 16 25 Figure 17-5. when installing Grand Alanor Shanglea on steep stapes, use seven Waits and three spots of asphalt roofing cement. Hip & Ridge for Carriage House Shangle° and Grand Manor Shangle: Refer to instructions herein for Shangle° Ridge hip and ridge shingles LANDMARKTm, LANDMARKTm IR, LANDMARKTm PRO, LANDMARKTm PREMIUM, L.ANDMARKTm TL, LANDMARK TM SOLARIS, LANDMARKT"' SOLARIS IR, NORTHGATE: LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 14314" 12" f--(305 mm) (375 mm(305 mm}—*i 1-1" (25 mm) Rele a Tape 1" (25 mm)I 11/2" NailableF " Area u numwnn M NorthGate: 131/2" 13" 131/e 343 mm)- (330 mm)-r--(343 mm)--{ Y I+1" (25 mm) 1" (25 mm) —1 117ff= Figure 13-4. Use four nails for ereqfull shingle WIDE MLNG I" 12" 14319 12, ARF4 t— (30S mm) —I— (375 mm) —I — (305 mm) uppur q P. 25 mm} /I.awer r7 isr Naing area; for low and standard slopes (6om 212 ffl 2t 72) Nal betwzen upper & bores Erns es shown above. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R11 Certificate ofAuthorization H9503 FBC NON-HVHZ EVALUATION FL5444- R10 Revision 11, 12/08/2016 Page 7 of 12 STEEP SLOPE Use six nails and four spots of asphalt roofing cement for every full laminated shingle. See beloiv. Asphalt roofing cement should meet ASTNI D4586 T1Te H. Apply I" spots of asphalt roofing cement unde each corner and at about 12" to 13" in from each edge. METRIC DIMENSIONS 12"— 305 mm) 1+1"(25 mm) ail Area xSteepT 25 mm) Z ---- 143/4" 12"—. 375 mm) (305 mm) y 1"(25 mm)-+ileaseTape ing Cement QoTpuNITYIERD LANDMARK TL 343 mm) (330 mm) (343 mm) 1-1 "(25 mm) 1 "(25 mm)- I I Figure 13 S-- Use six nags andf0trr spots of 1" asphalt.roofingcement on steep slopes 25 mr ; NorthGate: STEEP 12" 14-3/4" 12" SLOPE I-*—(305 mm)—(375 mm j --305 rr, MAILING Nailin MRS AREA { - 1'( 25 mm) betweegrer 1"(25 mmj nai Ines. Nailing areas for steep slopes _(greater than 21:12) and " Storm Nailing" Nail between lower 2 nal fines as shown above. 6. 8.1 Hip & Ridge for Landmark" LandmarkT"' IR Landmark"' Pro, Landmark' Premium LandmarkTM' TL, LandmarkTM' Solaris Landmark"" Solaris IR, NorthGate: 6. 8.1.1 Option 1: Shadow Ridge" or NothGate Accessory IT 305mm) ( 250mm) 415/ 16' 4t5/i6" 6 6° (125mm) 1 (125mm) 050mm) ( 150mm) Notch for Centering 12° f 7 5mm) LTop AlignmcMto f the Previousimm} Exposure (180r English Dimension Shadow Ridge— t Notch for Centering 13114° 837mm) NotchesforAlignmemto the Top Edge of the Previous Capfor5578°( 141mm)ExposureL I1g6m m) Metric Dimension Shadow Ridge"` Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-Rll Certificate ofAuthorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 8 of 12 lTPJNITYI ERD 9 27t3T 250 mm) . O, (125 mm) 13 1/8" 333 mm Cer`sn Natch I 6 518 -" 5/8' 168 mm) 41 168 mm 131t4' 3371nin) f Centering Align these Notch rat:hm to top 7 r 33 m R 37 m) \ Alignedgeof (194inm) these/ 7518, pmlious cours, notches to to p (19i mm) edge of previous course. Y . NorthGate Ridge NorthGate Accessory 305mm) Laying Notch I •I I I 51 I I II I Ems° uy.) I _.m>rl1ID; I' I Figure 13 20. Use layingnotcbes to center shingles on hips and ridges, and to locate the conect exposure 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic° NP1 "' adhesive or Henkel "PL° Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest', Cedar Crest'" IR hip and ridge shingles. Exterior Research and Design, L-C. Evaluation Report 3532.09.05-Rli Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444 1110 Revision 11: 1Z/08/2016 Page 9 of 12 11 TRIM 1 1 1 ERD 6.9 PRESIDENTIAL SHAKE—, PRESIDENTIAL SHAKETm IR, PRESIDENTIAL SHAKE TUm, PRESIDENTIAL SOLARISr"': LOW AND STANDARD SLOPE: For low and standard slopes, use five nails for each full Presidential shingle as shown below. Nailing ;: - 40" ----' Guide Lines (1016 min) 5114' — 133 min) 141/4" 11t2' 38mm) (362mm) NOTE: Apply nails on painted guideline. Figure 164- Fastenfngj imiden&t and Presidential TZ Shake sbingles on loin and standard -slopes. STEEP SLOPE: For steep slopes, use nine nails for each fullPresidential shingle and apply 1' diameter spots of asphalt roofing cement under each shingle tab. O. er applying 5 nails in between the nailing guide lines, apply 4 nails 1" above lab cutouts malting certain tabs of overlying shingle cover nails 1 V diameter asphalt roofing cement Figure 16--7.• FasteningFresiknifal and Pradilentirll ZIL Shake sbingla on steep shp 6. 9.1 Hip & Ridge for Presidential Shaker', Presidential ShakeT"' IR Presidential Shake TLT" 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, OR produces 971s' x 131/4' accessory. 6. 9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1T" adhesive or Henkel "PL° Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6. 9.1.3 Option 2: Refer to instructions herein for Cedar Cresf', Cedar Crest' IR hip and ridge shingles. 6. 10 1 HATTERAS—: LOW, STANDARD AND STEEP SLOPE: Figure 15-3: Fastening Hatteras Shingles oar Loin aid Standard Vopes For lon• and standard slopes, use fire nails for each full Hatter. 0 shingle as sbown alxm . 1" 1" 25= m)_ Figum 154: Ratridlig netterU Shingles ar bleep Vohs For steep slopes, use fire =1s; and eight spots of asphalt roofing cement for eacb fall natteras slring a as shown aboir. Apply I- 25mm) diameter spots of rwta. cement (AM, ID 458611pe 11 suggested) under each tab corner. Press shingle Into place; do not Mpose cement. CAUTION: Too much roofing cement can cause shingles to blister Exterior Research and Design, I.L.C. Evaluation Report 3532.09.05-R11 Certificate ofAuthorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/09/2016 Page 10 of 12 INITYJERD 6.10.1 Hip & Ridge for Hatteras'm: 6.10.1.1 Option 1: Accessory for Hatteras Figure 15-14.• 18 three piece units separate to make 54 Hatterasdccessory shingles. 6.10.1.2 Option 2: Cut Hatteras Shingles 9.11 230 min) I li" 18" (460 fnrm) o h I--- 18" (203mm min) *a Cap LSh i Cap CapShingleeShingleShingle 2Zm"`s` Figure 15-20.• Cut Hatteras sbingles to make cover Cap. Figure 15-21: Installation Df Caps along baps and riri 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NP11" adhesive or Henkel "PL° Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 1 HIGHLAND SLATE—, HIGHLAND SLATEm IR: LOW AND STANDARD SLOPE STEEP SLOPE: use FIVE nails and EIGHT spots of asphalt roofing cement' foi each in Highland Slate shingle. For Nnaml Dade, SI% nails are required. Apply I' diameter spots of asphaltroofing cement under each tab corner. Asphalt roofing cementmeeting ASTM D45s6 Type II is suggested, Miami -Dade tequ'vas sXnafls (lwonails 1•(25 min) installed over center —.•i dutoulas shwn R ana rt SIXnUls (hw naftSIXn ind36ed Mrrml"r aAaAas shoal}. Figure 113. Use FIP5nails. foremy Mgblrmd Slate sbingla. Figure 113d: Use HIT nails and eigbt spots ofaapbalt roojhrg cement under eacb tab corner. CAUTION: Excessive use of roofing cement can cause shingles to blister. 6.11.1 Hip & Ridge for Highland Slate', Highland Slate'" IR: Refer to instructions herein for Cedar CrestTM, Cedar Crest"" IR or Shangle Ridge'' hip and ridge shingles. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1111 Certificate ofAuthorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/09/2016 Page 11 of 1Z 6.12 LOW AND STANDARD SLOPE Use FOUR nails for every full shingle located as shown below sealant E11d' + 1 ` (25 inn) j — — — i 1' (25 nny -t 155nm) 3 min) (3 M3j (3?tnm) VT-KINITYJERD STEEP SLOPE Use FOUR nails and four spots of asphalt roofing cement for everyfull shingle as shown below. Asphalt roofing cement meeting ASTM D4586 Type 11 is suggested. Apply 1"(2-5 min) spots of asphalt roofing cement as shown. CAUTION: Excessive use of roofing cement can cause shingles to blister. 1' 25 6- 1 ) t I I` _ Aeollep Cement+ WWI) ( s?31i ian) Mtn) 6. 12.1 Hip & Ridge for Patriot"': Refer to instructions herein for Cedar Crest"', Cedar Crest— IR, Shadow RidgeTM, NorthGate or Shangle Ridge' hip and ridge shingles. 7. LABELING: 7. 1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7. 2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507. 2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1111 Cerhfcate ofAuthorfzaUon ##9503 - FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 12 of 12 Florida Building Code Online Page 1 of 1 B n P,FSrnonal€eu aro tF, Or Product Ap USER: Publics User oval n. Product Aooroval Menu > Product or Aoolication Search > Application List Search Criteria Refine Search Code Version 2014 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 Search ttesums FL# Hppucauvu> Tvoe Manufacturer Validated By Status FLSS216-R2 Revision InterWrap, Inc. John W. Knezevich, PE Approved Category: Roofing 954) 772-6224 History Subcategory: Underlayments a .., a, e wur andinr the Commission if necessary. Approved by DBPR. Approvals oy ubrK snau oe I—— Contact :: 2601 Blair Stone Road Tallahassee FL 32399 Phone, 850-487-1824 The State of Florida is an AAJEEO employer. Copyricht 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 mailtothisentity. 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 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 add F.s c which an be made available to the public. To determine if you are a licensee under Chapter here . Product Approval Accepts: M 0 ® EChrs M Credit= • Safe secu r ity m yr AICS' 4-+_,- / /unAner flr%riti;%hililriino nro/nr/or aDD lst.asvx 11 /29/2017 Florida Building Code Online Page 1 of 2 BCIS Home ? Log In User Registration j Hot Topics Submit surcharge Stats & Facts Publications FBC Staff BCIS Site Map i Links Search dNrO_; Product Approval USER: Public User Product Approval Menu > Product or Application search > Application List > Application Detail FL15216-R2 r •': FL # Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas@interwrap.com Authorized Signature Eduardo Lozano elozano@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 Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 11/17/2018 Validated By John W. Knezevich, PE Wt. Validation Checklist - Hardcopy Received Certificate of Independence FL15216 R2 COI 2015 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1507.2.3 1507.5.3 1507.8.3 1507.9.3 1507.9.5 T1507.8 1—__./ Fl—iAnkii;Irlinr, nra/nr/nr Ann dt1_aSox?oaram=wGEVXQwtDgv3... 11/29/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Method 2 Option B Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/23/2015 Date Revised 10/10/2017 Summary of Products FL # Model, Number or Name Description 15216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Approved for use in HVHZ: No Installation Instructions FL15216 R2 II 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216- R2.odfApprovedforuseoutsideHVHZ: Yes 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 R2 AE 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216- R2.pdf Created by Independent Third Party: Yes ead 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 iftheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email address which an be made available to the public. To determine if you are a licensee underChapter455, F.S., please click here . Product Approval Accepts: se:cura mErklics', r_—_. 1 r-......., Gl,..r:rl..L..,;l.a;r,rt—rn/nr/nr nnn ritl acnY?naram=wC;FVXnwtDnv3... 11/29/2017 U'I)Cec r TRINITYJERD FVAI IIATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140510.02.12-RZ 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 51h Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinityi ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 04/27/2015. This does not serve as an electronically signed document Signed, sealed hardwpies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinityi 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 I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. ERDTRINITYI ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.2.3, 1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.83, 1507.9.3, 1507.9.5 on Heating 1507.2.3, 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1S07.93 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Enti Examination Reference Date 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ 006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 100539395COQ-006 03/14/2014 ITS (TST1509) ITS (QUA1673) Physical Properties Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity) ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specificallyfor that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: RoOF COVER OPTIONS . Asphalt Wood Shakes Slate or Underlayment Nail -On Tile Foam -On Tile Metal Shingles & Shingles Simulated Slate RhinoRoof U20 Yes No No Yes Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longerthan 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the requirements for ASTM D226, Type I or 11 or D4869, Type 11 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, I.L.C. Evaluation Report 140510.02.12-R2 FL1SZ16-R2 Certificate of Authorization ##9503 Revision 2: 04/27/2015 Page 2 of 3 TRINITY I ERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhinoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single Layer; Roof Slope > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Double Laver• 2.12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report 140510.02.12-R2 FL15216-R2 Certificate of Authorization #9503 Revision 2: 04/27/2015 Page 3 of 3 Florida Building Code Online Page 1 of 1 Code Version 2014 FL# 16568 ALL Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method Quality Assurance Entity Contract Expired ALL Quality Assurance Entity ALL ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ Impact Resistant ALL Design Pressure ALL Other ALL Search Results FL# A Tvae lications Manufacturer Validated ev t to FL16568- Revision MILLENNIUM METALS INC. Steven M. Urich, PE Approved R1 Category: Roofing Subcategory: Roofing Accessories that are an Integral Part of the 717) 317-8454 History Roofing System Ftie r•,.mmiccinn if neoessaN. Approved by D13M APProvas nY uorn ' „. ,.,.,..-_. — -- - - - Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-457-1824 The State of Florida is an AA/EE0 employer. Cnnvrioht 2307-2013 State of Florida.:: Prnary Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant toSection455.Z75(1), Florida Statutes, effective October 1, 2D12, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emaits provided may be used for offidal 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 addressanemailwhichcanbe click made available to the public To determine if you are a licensee under Chapter 4 Product Approval Accepts: MW MW ® 4 R Cfedit Card Safe 1- ____ ii i-znign17 Florida Building Code Online Page 1 of 2 Y 'ys PLEa OA OQPAP7M6M OF wf ,, r c- -ems ` zY% / r i: .3r„1 :. - - -} ' 48FtdFIG3 E A iDTF3HPR C9PKCCliH16Ft+' eax.n ixd BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Fact, Publications FBC Staff BCIS Site Map 1; Unks Search 1: Florida Product Approval USER: Public User v:n:^mxw:cs t_rr tix Product Aooroval Menu > Product or Application Search > Application List > Application Detail FL # FL16568-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived — Product Manufacturer MILLENNIUM METALS INC. Address/Phone/Email 1333 HAINES STREET EXP JACKSONVILLE, FL 32202 877) 358-7663 tmccogan@aol.com Authorized Signature James Buckner jimmy@cbuckinc.net Technical Representative Tonya Steele Address/Phone/Email 10200 Eastport Road Jacksonville, FL 32218 904) 358-8366 tonyac@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 James L. Buckner, P.E. @ CBUCK, Inc. the Evaluation Report Florida License PE-31242 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 09/22/2026 Validated By Steven M. Urich, PE 19 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL16568 R1 COI Cert0flndeo.odf Sections from the Code 1709.2 Florida Building Code Online Page 2 of 2 Product Approval Method Method 2 Option B Date Submitted 03/02/2015 ' Date Validated 03/02/2015 Date Pending FBC Approval 03/05/2015 Date Approved 04/15/2015 F Dmrirrrfc FL # Model, Number or Name Description 16568.1 MMI-2" Off Ridge Vent Steel off ridge t f r shingle mechanically attached to Plywood Deck. Nominal Limits of Use Installation Instructions FL16568 R1 II 01 MMI-2 OffRidgeVent-ASTME330- Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Steel EVALREPORT.Ddf Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. Impact Resistant: No Design Pressure: +N/A/-75 Other: Refer to evaluation report for conditions and 31242 Created by Independent Third Party: Yes limitations of use. Refer to manufacturer's installation Evaluation Reports FL16568 R1 AE 01 MMI-2 OffRidgeVent-ASTME330- instructions as a supplemental guide. Steel EVALREPORT.Ddf Created by Independent Third Party: Yes 16568.2 MMI 2B Off Ridge Vent Steel or Aluminum Off shingle roofs mechanically gattaattached e vent withfor Plywood DecBaffle 6 , 8', 10' Nominal Lengths Limits of Use Approved for use in HVHZ: No Installation Instructions FL16568 R1 II 02 MMI-28 OffRidgeVenY TAS Approved for use outside HVHZ: Yes 100 EVALREPORT.odf Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. Impact Resistant: N/A 31242DesignPressure: N/A Other: Refer to evaluation report for conditions and Created by Independent Third Party: Yes limitations of use. Refer to manufacturer's installation Evaluation Reports FL16568 RI AE 02 MMI-2B OffRidgeVent-TASinstructionsasasupplementalguide. 100 EVALREPORT.Ddf Created by Independent Third Party: Yes Back Ne# Contact Us :: 2601 Blair Stone Road Tallahassee FL 32322 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund 5tatement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee underChapter455, F.S., please dick here . Product Approval Accepts: SEEM® ® echa Credit Card Safe IM— — A 4 fin f-)n-f-7 f'I LLE IAl1UM METALS. INC. 10200 Eastport Road Jacksonville, Fl 32218 877- 358-7663 Off Ridge Vent Installation (with or without detachable baffle) A. Preparation To prepare roof for installation it will be necessary to determine how many and what Type of vents will be needed for the project. Off Ridge Ventilation should be installed as evenly as possible across the roof section. The roof vent should be installed a minimum of 6" off the peak of the ridge. Cut out sizes are located below in Table 1-1. MPORTANT NOTE: DO NOT CUT INTO RAFTERS OR TRUSSES. When installing vents on an existing shingle roof remove shingles from the sides and top of the opening. Remove any nails that interfere with installing the vent. This typically includes nails that are to be 3" within the body of thevent Shingles and existing nails should remain on the bottom slope up to the cut opening. Roof cement is necessary around the perimeter of the underside of the vent to seal it to the underlayment or shingles. The cement should also be installed on the vent completely cover back and side flanges. The cement should be '/a" thick and should extend 2" onto the underlayment The lower portion of the vent should already have shingles installed up to the cut opening. The lower portion of the vent should sit on the roof cement Shingles should be installed on the back and side flanges of the vent All nail areas should be covered with cement B. Opening & Positioning The cut opening should be positioned a minimum of 10" from the back flange. This allows a minimum clearance of 2-1/2" from the roof to the top of the vent The vent should be centered horizontally over the opening. Table 1-1 Off Ridge Vent Installation Chart Len th Net Free Area (sq in) Cut Out Size 4: 115 46" x 2-1/2" 6 175 70" x 2-1/2" 81 235 94" x 2-1/2" 10, 295 118" x 2-1/2" C. Fastening of the Off Ridge Vent 1) If using detachable baffle, attach the baffle by sliding it onto the lower flange of roof vent Care should be taken to see it is flush with front flange of vent. Secure as indicated on drawing. 2) Fasten the top, side, and lower flange with a minimum of 1-1/2" ring shank nail 4" on center. The nail should be 1-1/2 inches from the edge of the flange and 1-1/2" from the comers of the vent Nail must beASYMF1667 compliant in accordance with Florida Building Code Section 15. Millennium Metals manufactures off ridge vents in the following gauges of steel & aluminum Aluminum available with detachable baffle only), which meets the requirements of the 2010 Florida Building Code (chapter 15). 26 gauge (.0179 min) AZ50 Acrylic Coated Galvalume Steel 26 gauge (.0179 min) ASTM A-653 Steel G-90 Commercial Steel Type B 26 gauge .0179 min ASTM A-755 Ptd Steel Commercial Steel Type B Ptd Aluminum (.025 min) ASTM B-209 * Ahmvumt is only m•aaable vidt detachable btfe rhte to Florida ProductApprovaL Page 1 CBUCK may, . L= & Specialty CBUCK, Inc. Certificate ofAuthorizatron i uub4 St uCf Xc5I Engineering Evaluation Report MMI-2B" Off Ridge Vent with Detachable Baffle Ridge Vent Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval FL 16568.2 R1 Florida Building Code 5th Edition (2014) Per Rule 61G20-3 Method: 2 - B Category: Roofing Sub - Category: Roofing Accessories that are an Integral Part of the Roof System Product: Material: Support: MMI-2B" Off Ridge Vent with Detachable Baffle Steel or Aluminum Wood Deck,, Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Youry Demosthenes Report No. 15-104-MMI-2B-ORV-ER-14 Date: 2 / 26 / 15 Contents: Evaluation Report Pages 1-7 t!ok No31242 o' * I: STATEOF r' xLOR10. J/1i 1 V1 Digitauy5gned 6y:J3mca L.Budner, P.E 2015,03.0210:57:51-05'00' MUCK, Inc. 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 1=11AQi-Qg77 Fay_ (5611491-9928 Website: www.cbuckinc.net FL #: FL 16568.1 R1 Date: 2 / 26 / 15 rto. MM-26 ORV-ER_14 CBUc< Engineering Page 20 f7 Spp jc,3H y Structural Enginese rinq Manufacturer: Millennium Metals, Inc. CBUCK, Inc. Certificate of Authorization #8064 Product Name: "MMI-213" Off Ridge Vent with Detachable Baffle Product Category: Roofing Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/System "MMI-213" Off Ridge Vent with Detachable Baffle Description: Steel or Aluminum off ridge vent for shingle roofs mechanically attached to Plywood Deck. Product Assembly as Refer to Page 4 of this report for product assembly components/materials & Evaluated: standards: 1. Off Ridge Vent 2. Fasteners 3. Roof Cement Support: Type: Wood Deck Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: 15/32 (min.) or greater plywood, or Wood plank (min. specific gravity of 0.42) Slope 2 : 12 or Greater FL#: FL 16568.1 R1 Date: 2 / 26 / 15 BUCK Engineerin Report, No.: 15 104 MM-26-ORV-E.R_14. Cpage 3 of 7 gal engineering cBUCK, Inc. Certificate of Authorization #8064 Specialfiy Structu lianc Performance Standards: The following ode asthisprotocols productisperformd to n t addeessed specifically in thenstrate pcodeewith the intent TAS- 100(A)-95 - Wind and Wind Driven Rain Resistance and/or Increased Windspeed Resistance of soffit Ventilation Strip and Continuous or Intermittent Ventilation System Installed at the Ridge Area. Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 5th Edition (2014), Section 1709.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements of Scope: the Florida Building Code, as related to the scope section to Florida- Product Approval Rule 61G20-3.001. Limitations and Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule' 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval". option for application outside "Limitations and Conditions of Use" Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commissionisoutsidethescopeofthisevaluationandwillbetheresponsibility of others. This product has been evaluated to a maximum height of 33 feet. This product shall not be installed on roof slopes less than 2 :12. Referto applicable building code forventilation requirements. Design of support system is outside the scope of this report. Fire Classification is outside the scope of Rule 61G2D-3, and is therefore not included in this evaluation. This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA 1824). FL ##: FL 16568.1 R1 Date: 2 / 26 / 15 Report OBUC ncl11gp- eering Page No 4 of 7 MM 2B-ORV-ER_14 Sp 3c-1c. y Sfri.}CfiUfal Engineerinq CBUCK, Inc. Certificate afAuthorization #8064 Components/Materials Ridge Vent: "MMl-213" Off Ridge Vent with Detachable Baffle by Manufacturer):. Material Type 1: Steel Thickness: 26 gauge (min.) Yield Strength: 40 ksi min. Corrosion Resistance: In compliance with FBC Section 1507.4.3: ASTM A792 coated, or ASTM A653 G90 galvanized steel Material Type 2: Aluminum Thickness: 0.025" (min.) Alloy Type: 3105-H14 Corrosion Resistance: In compliance with FBC Section 1507.4.3: ASTM B209 Nominal Dimensions: Width: Height: Lengths: Fastener(s): Base Fastener: Purpose: Type: . Size : Corrosion Resistance: Standard: 24" 4-1/2" 2' , 4, 6', 8' and 10' Attaches Ridge Vent Base Flange to Deck Annular Ring Shank Roofing Nails 11 gauge x 1-1/2" Per FBC Section 1506.5 Per ASTM F 1667 Alternate Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Hex -Head Wood Screw Size : #10 x 1-1/2" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.4 Roof Cement: Type: Asbestos -free asphalt based roof cement w/ SBS rubber Application Size : 1/4" thick minimum Standard: Per ASTM D 3019 Type III and ASTM D 3409 FL #: - FL 16568.1 R1 Date: 2 / 26 / 15 Report C UCK nln rin Page No . 5 of 7 MM- 2B-ORV-ER_14 Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Installation: Installation Method: Refer to drawings on Pages 6-7 of this report.) Prepare deck opening by trimming any shingles & nails that may interfere with ridge vent installation. Apply roof cement to the underside, back and side flanges of the ridge vent. Cement should be a 1/4" thick and extend 2" onto roof underlayment. (Install cement in compliance with manufacturer's installation guidelines.) Position vent flange beneath loosened shingles and align with deck opening. Slide baffle onto lower roof vent flange and secure with nails or screws spaced 4" o.c. Attach vent top and side flanges to deck with nails or screws spaced 4" o.c. and 1- 1/2" from each end. Minimum fastener penetration thru bottom of support, 3/16". Install the "MMl-2B Off Ridge Vent with Detachable Baffle" assembly in compliance with the installation method listed in this report and applicable code sections of FBC 5th Edition (2014). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1.- TAS 100(A)-95 Test Architectural Testing, Inc.(FBC Organization #TST iD: 1527) Report #: D0249.01-450-18, Report Date: 8 / 29 / 13 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID:1824) Millennium Metals Licensee # 423 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # AN 1916) FL #: FL 16S68.1 R1 Date: 2 / 26 / 15 C-RUCK ! &- ngi Peering Page 6 of 7 Report No,.: MM-26-ORV-ER_14 Specialty Sj-rl )Ct1.1ra1 Engineering Ceucx, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI-2B-'Off Ridge Vent with Detachable Baffle Attached to Wood Deck Profile Drawings 5-112" , , 12„ 4 112„ T 3" 18- 3„ 1/4" Side View (Not To Scale) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws MMI-2" Steel Off Ridge Typical. Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Detachable Baffle Two piece system that slides Plywood Deck into lower flange of vent and secured with fasteners Lower Slope spaced 4" o.c. (Front) Typical Side View (Not To Scale) Higher Slope Back) CBUCK Engine .I ; FL#: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM-2B-0RV-ER_14 P age 7 of 7 SpQclalty StrLicruram Ci,yu m-%-n 11 -y Installation Method Millennium Metals, Inc. MMI-213" Off Ridge Vent with Detachable Baffle Attached to Wood Deck 1 10 o.c. c.c. 4" o.c. Typical, Ma)dmum Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail Base Flange OR 10 min. Mod Screws Top Plan View (Not To Scale) Typical Fastening Pattern) Nominal Lengths - - i 1 4Ft aseed ; -' \ •" '.' i . 6 Ft 8 Ft e' 10 Ft a: Detachable Baffle Two piece system that slides into lower flange of vent and secured with fasteners A spaced 4' o.c. YAP Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Typical Ridge Vent Assembly Isometric View (Not To Scale) Me«eNN ui-r METALS, INC. iono Eastport Road Jacksonville, F132218 877-358-7663 Off Ridge Vent InstaHation (with or without detachable baffle) A. Preparation To prepare roof for installation it will be necessary to determine how many and what type of vents will be needed for the project Off Ridge Ventilation should be installed as evenly as possible across the roof section. The roof vent should be installed a minimum of 6" off the peak of the ridge. Cut out sizes are located below in Table 1-1. EWFORTANT NOTE: DO NOT CUT INTO RAFTERS OR TRUSSES. When installing vents on an existing shingle roof remove shingles from the sides and top of the opening. Remove any nails that interfere with installing the vent This typically includes nails that are to be 3" within the body of the vent Shingles and existing nails should remain on the bottom slope up to the cut opening. Roof cement is necessary around the perimeter of the underside of the vent to seal it to the underlayment or shingles. The cement should also be installed on the vent completely cover back and side flanges. The cement should be '/a" thick and should extend 2" onto the underlayment The lower portion of the vent should already have shingles installed up to the cut opening. The lower portion of the vent should sit on the roof cement Shingles should be installed on the back and side flanges of the vent All nail areas should be covered with cement B. Opening & Positioning The out opening should be positioned a minimum of 10" from the back flange. This allows a minimum clearance of 2-1/2" from the roof to the top of the vent The vent should be centered horizontally over the opening. Table 1-1 Off Ridge Vent Installation Chart Lenpth Net Free Area (sg in), Cut Out Size 4' 115 46" x 2-1/2" 6' 175 70" x 2-1/2" g> 235 94" x 2-1/2" 10, 295 118" x 2-1/2" C. Fastening of the Off Ridge Vent 1) if using detachable baffle, attach the baffle by sliding it onto the lower flange of roof vent. Care should be taken to see it is flush with front flange of vent Secure as indicated on drawing. 2) Fasten the top, side, and lower flange with a minimum of 1-1/2" ring shank nail 4" on center. The nail should be 1-1/2 inches from the edge of the flange and 1-1/2" from the comers of the vent Nail must beAS'TMF1667 compliant in accordance with Florida Building Code Section 15. Millennium Metals manufactures off ridge vents in the following gauges of steel & aluminum Aluminum available with detachable baffle only), which meets the requirements of the 2010 Florida Building Code (chapter 15). 26 gauge (.0179 min) AZ50 Acrylic Coated Galvalume Steel 26 gauge (.0179 min) ASTM A-653 Steel G-90 Commercial Steel Type B 26 gauge. (.0179 min) ASTM A-755 Ptd Steel Commercial Steel Type B Ptd Aluminum (.025 min) ASTM B-209 AGonirsam is only m•diable rviAi ddachable baffle flea to Florida Prodad Appro"A Page 1 Florida Building Code Online Page 1 of 1 Stats 8. Facts Publications ; FBC Staff ; BCIS Site Map Links ( Search BCIS Home i Login i User Registration I Hat Topics I Submit Surcharge tor Si'M ai; , USEProduct Approval R: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Refine Search FL# 17867 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL Search Results Applications Validated By Status FL# Tvoe Manufacturer FL17867 New Lott's Concrete Products Thuy H Huynh 813) 645-0166 Approved Category: Structural Components Subcategory: Products Introduced as a Result of New Technology W— the commission if necessary. A.PProvea uY vorn. - 11--- ,.r .,..... _.._.. __ . _- 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 thisentity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(i), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. Theemailsprovidedmaybeusedforofficialcommunicationwiththelicensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address F S which canbemade nick here • available to the public To determine if you are a licensee under Chapter 455, plea Product Approval Accepts: FZIIK' CreditSafe security stEraic s' r_,--- __.,.. f... --- I,i- ncnv 11/29/2017 Florida Building Code Online Page 1 of 2 BCIS Home i Log In User Registration I Hot Topics j Submit Surcharge 1 Stats & Facts j Publications FBC Staff I BCIS Site Map Links , Search Flolitla Product Approval USER: Public User L 1 i sm:.tts, Product Aooroval Menu > Product or Application Search > Aoollcation List > Application Detail FL # FL17867-RO Application Type New Code Version 2014 Application Status Approved Comments Archived 171 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 12 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed John Hoy the Evaluation Report Florida License PE-55312 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 11/O1/2023 Validated By Thuy H Huynh 2 Validation Checklist - Hardcopy Received Certificate of Independence FL17867 RO COI Letter of Indeoendence.odf Referenced Standard and Year (of Standard) Standard, ACI 318 ACI 530 ASTM A416 ASTM A615 Equivalence of Product Standards Certified By Sections from the Code Year 2011 2011 2006 2009 hftnv / /www_flnridabuilding.orp-/Dr/or app_dtt.aspx?param=wGEVXQwtDgt2... 11 /29/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 07/03/2015 Date Validated 07/03/2015 Date Pending FBC Approval 07/09/201S Date Approved 08/20/2015 Date Revised 10/14/2017 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 RO II Installation Instructions.ocif Approved for use outside HVHZ: Yes Vrified John Hoy PE 55312 Impact Resistant: N/A Created by:Independent d Party: Yes Design Pressure: N/A Evaluation Reports Other: FL17867 RO AE Bin Lintel Load Tables.odf FL17867 RO AE Letter of Evaluation.odf F1.17867 RO AE Quality Control Manual.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32322 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Conyriaht 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 taditional mail. If you have any questions, please contact 850.487.1395. `Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee underChapter455, F.S., please dick here . Product Approval Accepts: Credit• Safe 52Curitvm: -YRIC! httos://www.floridabuildinR.orR%pr/pr_app_dtl.aspx?param=wGEVXQwtDgt2... 11 /29/2017 O I U I I f s ;n Pa ` t I tr !. 0(1 ti rr • rTomorrow's Results July 2, 2015 LOTT'S CONCRETE PRODUCTS — PRECAST LINTEL INSTALLATION INSTRUCTIONS Preparation 1. Remove any laitance, loose aggregate, and anything that could prevent mortar from bonding with the precast lintel. 2. Remove any loose material from the grout spaces that is deleterious to masonry grout. Erection 1. Erect precast lintels with a nominal 4in bearing for filled lintels and a nominal 6.5in bearing for unfilled lintels. 2. It is recommended that shoring be supplied at mid span for all lintels greater than 14ft in length. All shoring is the responsibility of the general contractor. 3. Construct all concrete masonry above the precast lintel in accordance with ACI 530. Reinforcement Placement 1. Place reinforcement in the bottom of the "U" of the precast lintel as indicated on the construction documents. 2. Place reinforcement within the top of the precast lintel (if no concrete masonry above the lintel) as indicated on the construction documents. Provide minimum concrete coverage in accordance with ACI 315 and secure reinforcement to prevent movement during the grouting process. 3. Place all reinforcement within concrete masonry in accordance with ACI 530 and the construction documents. Grout Placement 1. Place concrete masonry grout in accordance with ACI 530. Florida Engineering Solutions,.Inc. — CA No. 26300 — (Mail): PO Box 1238 (Physical): 12620 Curley St. — Ste 105 San Antonio, FL 33576 — Ph: 352 / 588 — 5311 Fx: 352 1588 — 5411 Web: mmi florida-enaineer.com PEAR 3 0 2018 a CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No; _. () CtIR(i9 Documented Construction Value: r , Job Address: j} 77 j6 Historic District: Yes No Parcel ID; Residential Commercial Type of Work: New Addition Alteration © Re air p Demo Change of ` se Move Description of Work: —)WV) i Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name ( Phone: 69 - Street: { ,3 b-7 A- ? . J-- Resident of property... City, State Zip: K)tflf i -1 SJ i Contractor Information Name lr 1 / l Phone: .. - C 4 t, c) Street: t: 7: J( i % Fax ~ Y i t' % M City, State Zip: t , i z r . f toStateLicense o:: E[ Name: Street: City, St, Zip: Bonding Company Address: Architect/Engineer Information Phone: Fax; E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COM-MENCEMENT 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 ANI ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating 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`s 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 accurateawill teandthatworkwibe done in compliance,with all applicable laws regulating construction and zoning. Signature of Owner/Ag6rit Date Wp— ature of Contractor/Agent Date Print Owner/Agent"s Name Signature of Notary -State of Florida Date Owner/ Agent'is — Personally Known to Me or Produced ID - Type of ID S PrintSonlract oT/Agc'nt's Name In Signature ofNotary-State of Florida Date o oy twee pAMELASTERNUS commission # GG 110622 Wires ' AugUs17,2021 1i Gmded Thj sdy61 Notar yservices Contractor/ Agent is-T lyp_ Personally Known to Me or Produced ID Ie of ID Permits Required: BuildingF] Electrical El MechanicalE] Plumbing,E] Gasn Roof n Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - #,of Amps, Fire Sprinkler Permit: Yes R NoE] ff of Heads Plumbing - # of Fixtures, Fire Alarm Permit: YesE] NoF1 APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING &°:FIRE.•ORE.VENTION PERMIT°APPLICATION Application No: 0 Documented Construction Value: S , Job Address ,f r] r) i' ; ft ))Y- tof,y) Parcel ID: Historic District: Yes 0 No Residentia12 Comine'rcial L I Type of Work: New(W_ Addition Alteration Repair. Demo.O Change of 1gse 1 `Move Description of Work:11 v p O. L) 11(0VL Plan Review Contact Person: I- Title:, Phone: `tD1-61G001 Faz:p 3-3g . i Email: i 141GC C n LNGPro erty Owner Information Name 4 Phone:,' h-t Street: - Resident of property? ; City State Zip A4, Information w PhoName . ;_: 3ORo Street: Tse-0 i U' Fax: go — 22 3p City, State Zip: r\ J %' State License No.: `O Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: _ Bonding Company: _ Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR` IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all. laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application A w• NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time.of.permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the -permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate tat' work will be done in compliance with all applicable,laws regulating;construction and,zo g. Signature of Owner/Agent Date si reotContra or/Agent is Print Owner/Agent's Name P t Contmeto/A cnt's Name 5 Signature.ofNotary-State of Florida Date a Signature of,No ry-State of Florida Date e CHERYL D AKERS MY COMMISSION # FF998962 Qa'o EXPIRES June 05, 2020 07),49@ O,rSJ FIOtiQtNot3rySL*iice:corn Owner/Agent is Personally Known to Me or Contractor/Agent is _Ae!!Tprsonally Known to:Me. or Produced ID Type of ID Produced ID Type of ID 4 n BELOW IS FOR OFFICE `IJSE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type:. Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: . UTILITIES: COMMENTS: Revised: June 30, 2015 ENGINEERING: FIRE: WASTE WATER: BUILDING: Permit Application STATEWIDE State Cert CAC032448 1-888-831-2665 DEL -AIR HEATING a AIR CONDITIONING JASMINE COVE VERSION 1 OPT LUXURY OWNER'S SUITE 3.0 15.0 3 4,604.00 JASMINE COVE VERSION I OPT SITTING RM 3.0 15.0 3 _ 4 50%00 LARGO 3.0 15.0 4 5,530.'00 LAUDERDALE 3.5 15.0 3 4,878.00 LAUDERDALE OPT BONUS 5.0 15.0 3 6,733.00 LAUDERDALE OPT BONUS BATH 5.0 15.0 4 6,818.00 LAUDERDALE OPT BONUS BDRM 5.0 15.0 4 6,929.00 PALMDALE 2.0 / 2.5 15.0 4 8,029.00 PONE VEDRA 2.5 15.0 3 4,712.00 SANDPIPER POINT VERSION 2 3.0 15.0 2 4,250.00, SANDPIPER POINT VERSION 2 OPT 1ST FL BDRM/BDRM 5 3.0 15.0 3 4,389.00 SANDPIPER POINT VERSION 2 OPT LUXURY OWNER'S SUITE BATH 3.5 15.0 3 4 M.00 SANDPIPER POINT VERSION 2 OPT OWNER'S BATH I _ 3.0 15.0 2 4,295.00. SANDPIPER POINT VERSION 2 OPT SITTING RM 3.5 15.0 2 4;665.00 SANDPIPER POINT VERSION 2 OPT STUDY 3.0 15.0 2 4,333.00 SANIBEL VERSION 1 2.0 / 2.5 15.0 4 8,09$.00 SANIBEL VERSION 1 OPT 1ST FL BDRM 2.5 / 2.5 15.0 5 8,750.00 SANIBEL VERSION 1 OPT BATH 2 2.0 / 2.5 15.0 5 8,273.00 SANIBEL VERSION 1 OPT GUEST SUITE 2.5 / 2.5 15.0 5 8406.60 SANIBEL VERSION 1 OPT MORNING RM 2.5 / 2.5 15.0 4 1 8,455.00 SANIBEL VERSION 1 OPT STUDY 2.0 / 2.5 15.0 4 83100.00 SANTA ROSA 3.5 15.0 4 5,496.00 SANTA ROSA OPT BDRM 4 3.5 15.0 4 5,520.00 SANTA ROSA OPT MORNING RM 3.5 15.0 4 5,000.00 SANTA ROSA OPT STUDY 3.5 15.0 4 5,581.00 SAWGRASS 3.5 / 2.0 15.0 4 9,232.00 SAWGRASS OPT 1ST FL SUITE 3.5 / 2.0 15.0 5 9,485.00 SAWGRASS OPT 211D FL EXTENSION 3.0/3.0 15.0 5 9,725.00 SAWGRASS OPT BATH 2 3.5 / 2.0 15.0 5 9,288.00 SAWGRASS OPT BONUS BDRM 3.5 / 2.0 1 15.0 14 9,222.00 Hk:\C STA IT CI' -In I..IC N C:1('03,448 31 ccnnsco rti: S: i n I'u rct. I' I. 32771 f407) l,3-COUI. 1-* CITY OF SANFORD BUILDING & FIRE PREVENTION max PERMIT APPLICATION Application No: 18-0686 Documented Construction Value: $ 4,760.00 Job Address: 3677 Crawley Down Loop Historic District: Yes No Parcel ID: Residential 0 Commercial Type of Work: New IN Addition Alteration Repair Demo Change of Use Move Description of Work: Plumbing New Residential Construction Plan Review Contact Person: Khrissy or Jamie Title: Clerics Phone: 407-323-7515 Fax: 407-323-8954 Email: info a`a i-orlando.com Property Owner Information L Name Ryan Hon,ec Phone: Street: Resident of property? : No City, State Zip: Contractor Information Name . Advantage Plumbing, Inc. Phone: 407-323-7515 Street: PO Box It 17 Fax: 407-323-8954 City, State Zip: Sanford, FL 32772 State License No.: CF-0057881 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN 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 mustbesecured 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: 5a' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application CITY OF SANFORD One Time Credit Card Payment Authorization Form Sign and complete this form to authorize City of Sanford to make a one time debit to your credit card listed below. By signing this form you give us permission to debit your account for the amount indicated on or after the indicated date. This is permission for a single transaction only, and does not provide authorization for any additional unrelated debits or credits to your account. Please complete the information below: I Tl)r 2sm / authorize the City of Sanford charge my credit card full name) account indicated below for on or after44(dL—aXe)— This payment is for amount) A2 01-1 C address or parcel Billing Address O i34x l I I ] — f Phone* 4113Z37515 City, State, Zip San 6 L , 3 Z / -7 Z Email i'{Z_@ Q Di Yd tr tl J c CCJh Account Type: Visa MasterCard AMEX Discover 1CardholderNamej4) € SM) Account Number 16 — 5 "7 2 2 Z- t0q0(),3 Expiration Date CCV Billing Zipcode 3Z -1 —7 2- SIGNATURE DATE L I authorize the above named business to charge the credit card Indicated in this authorization form according to the terms outlined above. This payment authorization is for the goodstservices described above, for the amount Indicated above only, and is varid for one time use only. I certify that I am an authorized user of this credit card and that I will not dispute the payment with my credit card company; so long as the transaction corresponds to the terms Indicated In this form. DESCRIPTION AS FURNISHED: Lot 61, KENSINGTON RESERVE, as recorded in Plat Book 81 Pages 86 through 92, Public Records of Seminole County, Florida- COPY 13RECORD PLOT PLAN FOR CERTIFIED TO: Ran Homes NVR Inc. Ok to construct single family home Imo-- 6 PAPARTLM HAMMOCK LOT 36CKALLOTMENTwithsetbacksandimperviousperviousarea PLAT BOOK 1, PAGES 104-105 shown on plan. 2-7. 9 -/o imp. LOT 60 r4 00 O 6.50' A/C 25.87' S 00018'41 " E 78.20' I I I 39.64' 39.64' I o LOT 61 I I 18.7' 28.20' LANAI w 21.3 A I PROPOSED MODEL w SANTA ROSA - C 2 CAR GARAGE RIGHT W\MORNING RM. I W/LANAI I 18.7' 28.20' ENTRY 21.3' o 12.0' 16' DRIVE I WALK 25.20' 25.20' IO' I UTILITY ESMT. S' 00019'09" E 4' CONC WALK 53.20' \ CR'A THY -LEY -D 0 TYY -LOOP 50' PRIVATE R/W ) V G.p- D= 90°00'00 " R=25.00' L= 39.27' C=35.36' CB=N 45019'09 " W PROPOSED = FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY BUILDING SETBACKS: AS FURNISHED PER DRAINAGE PLANS PROPOSED PLOT PLAN AREA CALCULATIONS FRONT = 25' REAR = 20' ZN = DRAINAGE FLOW C O IMPERVIOUS COVERAGE = 2,524E SQUARE FEET OR 27.9% SIDE = 5' FOR 40' LOTS LOT GRADING TYPE A PROPOSED FINISH FLOOR PER PLANS = 28.8' 4 5QOy LOT CONTAINS 9,055± SQUARE FEET LIVING AREA CONTAINS 1,714E SQUARE FEET SIDE = 7.5' FOR 60' LOTS SIDE = 10' FOR 75' LOTS Q CONC/LANAI/PORCH CONTAINS 810± SQUARE FEET SIDE STREET = 25' GRUSENMEYE'R-SCOTT & ASSOC., INC. -LAND SURVEYORS LEGEND - LEGEND - P PLAT POL.. POINT 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 F FIELD TYP. ON LINE TYPICAL NOTES., IP. IR MON PIPE IROROD PRC. P.CIL POINT OF REVERSE CURVATURE POINT COMPOUND CURVATURE 1, THE UNDERSICNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET M FORBYTHE FLORIDA BOARD OF L.N. CONCRETE MWUMENT RA r RADIAL PROFESSIONAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES SET IR. a 1/2' IR /#LD 4596 N.R. NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT YAUD. REC. RECOVERED V.P. WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TIRE INFOR947ION FURNISHED TO THE SURVEYOR. MERE MAY BE OTHER RESTRICTIONS P.O. B. POINT OF BEGINNING CALL. CALCULATED OR EASEMENIS 7HAT AFFECT THIS PROPERTY PAC. POINT DF COMMENCEMENT PRA PERMANENT REFERENCE MONUHENT 4. NO UNDERGROUND IMPROVEMENIS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. R&D CENTERLINE NAIL L DISK FF. BST.. FINISHEDFLOOR ELEVATION BUILDING SETBACK LINE K LINEFIT 5 THISSURVEYISPREPAREDFORTHESOLEBENEOFTHOSECERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. RN RIGFIT-OF- WAY BA BENCHMARK 6. DIMENSIONS SHOWN FOR ME LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY ONES. ESMT, EASEMENT B. B. BASE BEARING 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS EASE BEARING (B.B.) DRAIN. UTIL DRAINAGE UTILITY8. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. CLFC. • CHAIN LINK FENCE 9. CERIIFlCATE OF AUTHORIZATION No. 4596. VD.FC. = VDDD FENCE C/B = CONCRETE BLOCK P.C. = POINT OF CURVATURE P.T. = POINT OF TANGENCY DESC. • DESCRIPTION CERTIFlED BY: R • RADIUS L ARC LENGTH D DELTA C • CHORD C. B. =CHORD BEARING NORTH `. THIS BUILDING/ PROPERTY DOES NOT UE WITHIN ---- y, THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER F7RM' M GRUSEN R, R.L 4714 ZONE X. MAP f 12117CO09OF (09-28-07) W. SCOTT R.L.S 1 4801 I SCALE -I* a 20'---4 1 DRAWN BY: MLT I PLOT PLAN 11- 26-17 5232-17 REVISED PLOT PLAN ( MOVED SLOG) 04-17— 18 i Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: Permit #: 0 69 System 1 cfm25 System 2 cfm25 System 3 cfm25 Sum of any additional systems cfm25 Total of all systems cfm25 OVQn Total of all Total Conditioned systems Square Footage FTI PASS Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes. Company Name: 15 Lightyears, Inc Phone: 855-438-1515 I hereby verify that the above duct leakage testing result re in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compli e method selected above. Signature of Tester:, v ! Date of Test: 0 u` / Printed Name of Tester: Dylan Tindall License/Certification #: 3766919 Issuing Authority: RESNET Copy of License / Certificate of the tester must be attached)