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3885 Night Heron Dr 17-3200; NEW SFH
COUNTY OF SEMINOLE .1 - 3 c 0 IMPACT FEE STATEMENT STATEMENT NUMBER: 17100008 DATE: November 28, 2017 Sv BUILDING APPLICATION #: 17-10000873 3 a S BUILDING PERMIT NUMBER: 17-10000873 UNIT ADDRESS: NIGHT HERON DR 3885 17-20-31-502-0000-2020 1 ct 7V TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: STARLIGHT HOMES ADDRESS: 1064 GREENWOOD BLVD, STE 124 LAKE MARY FL 32746 LAND USE: WYNDHAM PRESERVE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3885 NIGHT HERON DRIVE/ WYNDHAM PRESERVE LOT 202 SFR DETACHED FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family ROADS -COLLECTORS Hou ing NJA 705.00 1.000 dwl unit 705.00 Single Family FIRE RESCUE Hou ing N7A 00 1.000 dwl unit 00 00 LIBRARY CO -WIDE ORD Single Family SCHOOLS Housing 54.00 1.000 dwl unit 54.00 Single Family CO -WIDE ORD Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS N/ LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 5,759.00 STATEMENT RECEIVED BY: nr gjjV SIGNATURE: QlMln f f PLEASE PRINT NAME) DATE: I a - NOTE TO RECEIVING SIGNATORYLAPPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY REESULT IN YOUR LIABILITY FOR THE FEE. DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PENT. PERSONS ARE ALSO ADVISED THAT ANY R TO APPEAL THE CALCULATION OF ANY OF MUST BE EXERCISED BY FILING A WRITT DAYS OF THE RECEIVING SIGNATURE DAT CERTIFICATE OF OCCUPANCY OR OCCUPAN MUST MEET THE REQUIREMENTS OF THE C COPIES OF RULES GOVERNING APPEALS M FROM THE PLAN IMPLEMENTATION OFFICE SANFORD FL, 32771; 407-665-7356. ICANT, OR OWNER, NED IMPACT FEES 45 CALENDAR LATER THAN 4Y BE PICKED UP 1101 EAST FIRST 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 'POP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. LMTED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 1 o - 2l-7-1 "1 1 hereby name and appoint: Amy Lacey, David Lacey, Amanda Smythe an agent of: Starlight Homes Florida, LLC 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 Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Willets State License Number: CGC1522347 Signature of License Holder: STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowle gd before me this j"-"da o i'1p) , 20o b Robert Wll11e y jam, y who is personally known to me or o who has produced as identification and who did (did not) take an oath. Notary Seal) Phayne Mangel JNOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 Expires 6/21/2021 Rev. 08.12) Signature 3nQ.&4 rte Print or name Notary Public - State of Commission No. My Commission Expires: r Z t 1J CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: J-1 000 Documented Construction Value: S Job Address: 3 SS 8 S Iy 4-\t A-kcnv n t• -, v e., Historic District: Yes No Parcel ID: 17-20-31-502-0000- aoap Wyndham Preserve Lot a-,Oa Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New. SFR Plan Review Contact Person: Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fax: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite 200 Resident of property? : No City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 407-647-3700 Fax: 407-647-0700 State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-046-8001 Street: 20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA E-mail: sives@mulhemkulp.com Bonding Company: Address: NA Mortgage Lender: NA Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR 1WROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: P Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application r I NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will 4k a c7C) ll applicable laws regulating construction and zoning. RI t Date Signature of Contractor/Agent Date Robert Willets Print Owner/Agent's It3tat A-ik I SI Signature of Not -State of FloridaShare Men I Date Shay NOTARY PUBLIC ttSTATFOF •. FLORIDA Comm# GG113111 CF. 19 9 xpires 6121/2021 Owner/Agent is Personally Known to Me or Produced ID Type of ID Print Contractor/Agent's Name Signature of Notrary-State of Florida U Date Shayne Mangel NOTARY PUBLIC STATE OF FLORIDA CommP#5 G/G113111 Contract'o nt AxPi'In ersonally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Q Electrical Ul Mechanical®' Plumbing[2 Gas Roof Construction Type: .45 Occupancy Use: iZ3 Flood Zone: Yc-hEc_ k ; Ta(FI&1) Total Sq Ft of Bldg: l `t'1 $ Min. Occupancy Load: O # of Stories: l New Construction: Electric - # of Amps 1!n Plumbing - # of Fixtures l S Fire Sprinkler Permit: Yes No [if # of Heads APPROVALS: ZONING: COMMENTS: UTILITIES: ENGINEERING: M'T t- 11-2% 11 FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: SE t2.2&i Revised: June 30, 2015 Permit Application L# i /" CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1-1-3 zoo Documented Construction Value: S Job Address: _ $ S N 4-\t A-kcnp n r.: v e , Historic District: Yes No Parcel ID: 17-20-31-502-0000- 2Noa0 Wyndham Preserve Lot a%oa Residential ® Commercial Type of Work: New ® Addition Alteration'[] Repair Demo Change of Use Move Description of Work: Construct New SFR Plan Review Contact Person: Shayne Mangel Title: Pemiit Coordinator Phone: 407-708-0161 Fax: 407-647-0700 Email-, Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite 200 Resident of property? : City, State Zip: Roswell. GA 30076 No Contractor Information Name.- . Starlight. Homes Florida, LLC/Robert Willets Phone: 407-647-3700.. Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 Fax: 407-647-0700 State License No.: CGC1622347 Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fag: City, St, Zip: Ambler, PA E-mail: sives@mulhemkulp.com Bonding Company: NA Mortgage Lender: NA Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5th Edition (2014) Florida Building Code Revised: June 30, 201S Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in comp a ce with all applicable laws regulating construction and zoning. gna er/Ag Date Signature of Contractor/Agent Date C) Robert Willets 5neyna Print Contractor/Agent's Name qls>>=- Signature of No -State of Florida 0 Date Shayne Mangel perTNsiP STATE OF FLORIDA - NOTARY t'uOL-l' STATE OF FLORIDA Comm# GG113111p6F_Expires 612112021 Comma#GG113111 Owner/Agent is 'Y Personally Known to Me or Contract*6;' AJent pirC ers onally Known to Me or Produced ID- Type of'ID Produced 1D' Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: 46 %1-,g WASTEWATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Shayne Mangel Firm: Starlight Home Florida LLC Address: 1064 Greenwood Blvd Suite 124 City: Lake Mary State: FL Zip Code: 32746 Phone: 407-647-3700 Fax: 407-647-0700 Email: shayne.mangel@starlighthomes.com Property Address: 3985 Night Heron Drive Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-2020 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: E New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFIC A US ON Y Flood Zone: X Base Flood Elevation: NSA Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 17-3200 Reviewed by: Michael Cash, CFM Date: November 21, 2017 l n p Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & Vti°Landscaping in Right -of -Way www.sanfordn.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 Clty's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape Improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested Information below as well as a current survey, site plan or plat clearly Identifying the Know ww% below. size and location of the existing right-of-way and use shall be provided or application could be delayed. Calleafonyoumg. 1. Project Location/Address: S Nita yer r, +rt` e n->_, a,' 13 2. Proposed Activity: Driveway LimWalkway Other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work:0-0f18A'Y%)CAr1 a1 QN V-%e % . `7fPWZ_ This application Signature: Address: Phone: L{ Print Name: John Reny Fax: 4m1- l aWl- C>-IM Email: 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 installatlon/fmprovement fully restoring the rlghtof-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 permlttee 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 Requeslor's expense and, If necessary, file a lien on the Requestoes property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, Indemnify, and hold harmless the City, Its counclipersons, 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 properly, and the costs and expenses incident thereto (Including costs of defense, settlement, and reasonable allorney'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 rightway. I have read prr 4 uXderstaijd move statement and by signing this application I agree to its terms. Signature: Date: to-'3,3 -1"1 This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours In advance to schedule a pre -pour inspection. Pre - pour Inspection by: Date: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Date: Date: Date: Data: i l -ZI Zo17 Date: NovemDer xuiD ROW Uso Driveway pelf REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: IVYProjectName: Wyndham Preserve - Lot Project Address:b1K% .kt "evon_Sanford FL 32771 Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attomey's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. S. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. 11_ Print N f Owner/Tenant Signa ure of Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Willets Print N of Gen. Contractor Signature of Gen. Contractor CGC1522347 Gen. Contractor License # dt EasEerbrook Print Name of El. Contractor ignature of El. Contractor Ec ooawgf, El. Contractor License # CALLED INTO: o Progress Energy o Florida Power and Light on _/ / Rev. 02/10/15) THIS INSTRUMENT PREPARED BY: Name: Starlight Homes Florida. LLC Address: 1054 Greenwood Blvd Suite 124 Lake Marv_ FL 22746 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number. GRANT MALOY, SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BY. 9021 P9 234 (1P9s) CLERK'S A 2017113423 RECORDED 11/08/2017 01:38:51 PM RECORDING FEES $10.00 RECORDED BY ,ieckenro Parcel ID Number. 17-20-31-502-0000-a.0 The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713. Florida Statutes, the following Infoffnadon Is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address If available) amdharn Preserve PB 81 Pgs 93-102 Lot tea. Address: 3 $$ 5 NI J-t on jY; ve Sar*,A,-d GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Name: _ Starlight Homes Florida, LLC Address: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076 Fee Simple Title Holder (if other than owner) Name: NA Address: CONTRACTOR: Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 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)(b), Florida Statutes. Name: NA Address: In addition to himself, Owner Designates NA of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b). Florida Statutes. Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a different date Is specified) WARNING, TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1. 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. 1 Under pen Id prjury, I declare that I have read the foregoing and that the facts stated in It are true C20 to my k wledge and belief. M_ kl1_ Y afs signature Owners Printed Name Florida Statute 713.13(1)(9): 'The owner must sign the notice of commencement and no one also maybe pemdtted to sign In his or her stead.' lei" State of L County of The foregoing instrument was acknowledged before me thlslL day of .20 d ru_- 1 p b "Y1 `l '1Ct_ rt i_Y1-C. CC t9 v u, Who IsY personally known to me Name Z v Oofpersonmakingstatement OR who has produced IdentHication type of Identification produced: Wj CC O r d W Shayne Mange; W 000 LA.ac u Zr— cc "—Aoc ca NOTARY PUBLIC rn W W u Zva yr eo STATE OF FLORIDA . Comm# GG113111 a Notary signature Expires6/21/2021 REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit# t1,Z?.an Address: 2-149$6 olg4" -') o BUILDING PERMIT Min Max Inspection Description 10 Foundation/Formboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60 Insulation 70 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence ELEC_TRI_CA`L PERMIT i i Min Max Inspection Description 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power TUG 30 Electric Rough 1000 Electric Final Inspection DescriptioninMax 10FM Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final 1VIECHANIC:aiL'PERMI•T Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 FORM R405-2014 RECORD COPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 202 - 1551 SR Builder Name: Starlight Homes eUILp Street: 3 n-b N 12,4 '-}rJurr..r Permit Office: Seminole County C City, State, Zip: Sanford, FL, 32 Permit Number: 2 2J O O ` S'AfvpOR0Owner.t! 11 i-" Jurisdiction: p AgR71v1EDesignLocation: FL, Sanford County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types(1675.3 sgfL) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1362.70 ft' b. Frame - Wood, Adjacent R=13.0 312.67 ft' 3. Number of units, if multiple family 1 c. WA R= ft' 4. Number of Bedrooms 3 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1567.0 sgft.) Insulation Area a. Under Attic (Vented) R=30.0 1567.00 ft= 6. Conditioned floor area above grade (ft') 1567 b. NIA R= ft' Conditioned floor area below grade (W) 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(139.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 313.4 a. U-Factor. Dbl, U=0.34 98.00 ft' SHGC: SHGC=0.26 b. U-Factor. Dbl, U=0.58 41.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U-Factor: NIA ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor. N/A ft' a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems 8. Floor Types (1567.0 sgft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1567.00 ft' b. Conservation features EF: 0.950 b. NIA R= ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.089 Total Proposed Modified Loads: 48.01 cPASSTotalBaselineLoads: 49.84 I hereby certify that the plans and specifications covered by Review of the plans and 4gHE ST9?' this calculation are in compliance with the Florida Energy specifications covered by this y ° a Code. calculation indicates compliance Florida Energy Code. 4ip0 with the PREPARED BY: Before construction is completed DATE: 17117 this building will be inspected for r compliance with Section 553.908 a , I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energ e. OD WE'D OWNER/AGENT: BUILDING OFFICIAL: DATE: t DATE: r•'r? Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. 6/17/2017 8:52 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 t FORM R405-2014 PROJECT Title: Building Type: Owner. of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 202 -1551 SR User 1 Starlight Homes Seminole County Single-family New (From Plans) Bedrooms: 3 Conditioned Area: 1567 Total Stories: 1 Worst Case:' No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Street Address Lot # 202 Block/SubDivision: Wyndham PlatBook: Street: County: Seminole City, State, Zip: Sanford , FL. 32773 CLIMATE Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL ORLANDO SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1567 14573.1 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1567 14573.1 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 146 ft 0 1567 ft2 0 0 1 ROOF Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Emitt Deck Tested Tested Insul. Pitch deg) 1 Hip Composition shingles 1752 fP 0 ft2 Medium 0.6 N 0.5 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1567 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1567 ft2 0.1 Wood 6/17/2017 8:52 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS It Adjacent Space Cavity Width Wall T4pp Height Sheathing Framing Solar Below 1 N 2 E 3 S 4 W 5 E Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Garage Frame - Wood Main 4.1 31 9 9 4.1 24 6 9 4.1 45 0 9 4.1 44 9 9 13 33 6 9 4 296.3 ft' 4 228.7 ft' 4 420.0 ft' 4 417.7 ft' 4 312.7 ft' 0 0 0 0 0 0 0.6 0 0.6 0 0.6 0 0.6 0 0.01 0 0 0 0 0 DOORS ' Omt Door Type Space Storms U-Value Width Ft In Height Ft In Area 1 2 E Wood Main E Wood Main None None 39 3 39 2 10 6 10 6 10 20.5 ft' 19.4 ft' WINDOWS Orientation shown is the entered, Proposed orientation. V # Wall Omt 10 Frame Panes NFRC U-Factor SHGC Overhang Area Depth Separation Int Shade Screening 1 2 3 4 5 N 1 Vinyl Low-E Double Yes e 2 Vinyl Low-E Double Yes S 3 Vinyl Low-E Double Yes w 4 Vinyl Low-E Double Yes W 4 Vinyl Low-E Double Yes 0.34 0.26 0.34 0.26 0.34 0.26 0.34 0.26 0.58 0.25 8.0 ft' 1 ft 0 in 15.0 ft' 1 ft 0 in 15.0 ft' 1 It 0 in 60.0 ft' 1 ft 0 in 41.0 ft' 1 ft 0 in 1 ft 0 in 2 ft 0 in 1 ft 0 in 1 ft 0 in 1 ft 0 in Drapes/blinds Drapes/blinds Drapes/blinds Orapes/blinds Drapes/blinds Exterior 5 Exterior 5 Exterior 5 Exterior 5 None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 407 ft' 407 ft' 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 1700.2 93.34 175.54 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 30 k8tu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 30 kBtu/hr 900 cfm 0.75 1 sys#1 6/17/2017 8:52 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 I FORM R405-2014 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Carl # Company Name System Model # Collector Model # Area Volume FEF None None ft' DUCTS J Supply — Return— Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 313.4 ft Main 78.35 ft Prop. Leak Free Main cfm 47.0 cfm 0.03 0.50 1 1 TEMPERATURES Programabte Thermostat: Y Ceiling Fans: Cooling[[ ]]Jan HeatinIX] Jan HFeb M Mar Feb Mar W A r I AprMa [ X] Jun (X] Jul May I ) Jun [ i Jul iX) Au Au[ Xj Sep Sep WOct OctNov Nov Dec Dec Ventin [[ 11 Jan Feb Mar Apr May [ 1 Jun [ ] Jul Aug j Se Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 51 0 0 1 - Electric Heat Pump 1 - Central Unit 6/ 17/2017 8:52 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 96 The lower the EnergyPerformance Index, the more efficient the home. 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 - Int Insul, Exterior R=4.1 1362.70 ft° b. Frame - Wood, Adjacent R=13.0 312.67 ft' 3. Number of units, if multiple family 1 c. N/A R- ft' 4. Number of Bedrooms 3 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1567.00 ft' 6. Conditioned floor area (ft 1567 b. WA R= ft' 7. Windows- Description Area c. N/A R= ft' a. U-Factor. Obl, U=0.34 98.00 ft' 11. Ducts a. Sup: Attic, Ret: Main, AH: Main R ft' 6 313.4 SHGC: SHGC=0.26 b. U-Factor. Dbl, U=0.58 41.00 ft= SHGC: SHGC=0.25 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft' a. Central Unit 30.0 SEER:14.00 SHGC: d. U-Factor. N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency Area Weighted Average Overhang Depth: 1.000 ft. a. Electric Heat Pump 30.0 HSPF:8.20 Area Weighted Average SHGC: 0.257 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallonsa. Slab -On -Grade Edge Insulation R=0.0 1567.00 ft' a. Electric EF: 0.95 b. N/A R= ft' c. N/A R= ft' b. Conservation features 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 features. Builder Signature: Date: LO (' Address of New Home: S, h e. b, City/FL Zip: Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 6/17/2017 8:52 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 202 - 1551 SR Builder Name: Starlight Homes Street: Permit Office: Seminole County City, State, Zip: Sanford , FL, 32773 Permit Number: Owner. Jurisdiction: Design Location: FL, Sanford COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Comers and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity s aces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight. IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 6/17/2017 8:52 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot 202 -1551 SR Builder Name: Starlight Homes Street: Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Permit Number. Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1567 sq.ft. Cond. Volume: 14573 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: CFM(50): Single or Multi Point Test Data I I HOUSE PRESSURE I FLOW: I ELA: EgLA: ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 0-talli _STgTco gg OWE 6/17/2017 8:52 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 'Duct Leakage Test Report Performance Method Project Name: Lot 202 -1551 SR Builder Name: Starlight Homes Street: Permit Office: Seminole County City, State, Zip: Sanford, FL. 32773 Permit Number. Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Duct Leakaqe Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 1 System 4 cfm25(Out) 5 Total House Sum lines 14 Duct System Divide byLeakage Total Conditioned Floor Area) On,Out) I certify the tested duct leakage to outside, On, is not greater than the proposed duct leakage On specified on Form R405-2014. SIGNATURE: PRINTED NAME: DATE: Duct tightness shall be verified by testing to Section 803 of the RESNET .y Standards by an energy rater certified in accordance with Section 553.99, " Florida Statutes. BUILDING OFFICIAL: DATE: SAE STAI O v1I WE 6/17/2017 8:52 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant S Page 1 of 1 Job: Stadight - Wyndham ftwrightso• Project Summary Date: 10/10/2016 Enure House By: Energy Air, Inc Plan: 1589 S 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886.3729 Email: GRenner@energyair.com Web: www.energyaircom For: Lot 202 - 1551 SR, Starlight Homes Sanford, FL 32773 Notes: Design Information Weather: Orlando Executive AP, FL, US Winter Design Conditions Outside db 44 OF Inside db 70 OF Design TD 26 OF Heating Summary Structure 14474 Btuh Ducts 1392 Btuh Central vent (51 cfm) 1440 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 17305 Btuh Infiltration Method Simplified Construction quality Semi -tight Fireplaces 0 Heatingg Coolingg Area (ft2) 1560 1560 Volume (W) 14553 14553 Air changes/hour 0.26 0.14 Equiv. AVF (cfm) 63 34 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO240000A AHRI ref Efficiency 8.2 HSPF Heating Input Heating output 28600 Btuh @ 47°F Temperature rise 29 OF Actual air flow 899 cfm Air flow factor 0.057 cfm/Btuh Static pressure 0.50 in H2O Space thermostat Backup: Input = 6 kW, Output = 19028 Btuh, 100 AFUE Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range L Relative humidity 50 % Moisture difference 44 gr/lb Sensible Cooling Equipment Load Sizing Structure 13919 Btuh Ducts 1860 Btuh Central vent (51 cfm) 982 Btuh Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 16761 Btuh Latent Cooling Equipment Load Sizing Structure 1605 Btuh Ducts 181 Btuh Central vent (51 cfm) 1508 Btuh Equipment latent load 3294 Btuh Equipment total load 20055 Btuh Req. total capacity at 0.75 SHR 1.9 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NBO240000A Coil FB4CNP030L AHRI ref Efficiency 11.7 EER, 14 SEER Sensible cooling 21450 Btuh Latent cooling 7150 Btuh Total cooling 28600 Btuh Actual air flow 899 cfm Air flow factor 0.057 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.84 Capacity balance point = 32 OF Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrighttsoft• Right -Suite® Universal 2017 17.0.08 RSU17013 2017-Jun-17 08: ge I ACCAA . S ectfic\ Page p Wyndham Preserve\Lot 202 - 1551 SR.rup Cale = tvUB Front Door faces: E Manual S Compliance Report Job: Starlight - Wyndham wrightsoft' P p Date: 10110/2016 Entire House By: Energy Air, Inc Plan: 1589 S 5401 Energy Air, Ct, Orlando, Fl. 32810 Phone: 407-886-3729 Email: GRenner@energyaircom Web: www.energyair.com For: Lot 202 - 1551 SR, Starlight Homes Sanford, FL 32773 Design Conditions Outdoor design DB: 92.6OF Sensible gain: 16761 Btuh Outdoor design WB: 75.9°F Latent gain: 3294 Btuh Indoor design DB: 75.0°F Total gain: 20055 Btuh Indoor RH: 50% Estimated airflow: 899 cfm Manufacturer's Perfonnance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0240000A+FB4CNP030L Actual airflow: 899 cfm Sensible capacity: 16678 Btuh 100% of load Latent capacity: 4080 Btuh 124% of load Total capacity: 20758 Btuh 104% of load SHR: 80% Design Conditions Outdoor design DB: 44.2OF Heat loss: 17305 Btuh Indoor design DB: 70.0°F Entering coil DB: 76.0°F Entering coil WB: 63.4°F Entering coil DB: 68.5°F Manufacture's Perforrnance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0240000A+FB4CNP030L Actual airflow: 899 cfm Output capacity: 28600 Btuh 165% of load Capacity balance: 32 OF Supplemental heat required: 0 Btuh Economic balance:-99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 899 cfm Output capacity: 5.6 kW 110% of load Temp. rise: 50 OF Meets are all requirements of ACCA Manual S. 2017-Jun-17 08:50:13 wrightsoft' Right -Suite® Universal 2017 17.0.08 RSU17013 page 1 ACCK ...Specific\Wyndham Preserve\Lot 202 - 1551 SR.rup Celc - MJ8 Front Door faces: E wrightsofte Duct System Summary Entire House Energy Air, Inc 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner@wergyaircom Web: www.energyaircom For: Lot 202 - 1551 SR, Starlight Homes Sanford, FL 32773 Job: Starlight - Wyndham Date: 10/10/2016 By: Plan: 1589 S Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.22 in H2O 0.22 in H2O Available static pressure 0.28 in H2O 0.28 in H2O Supply / return available pressure 0.140 / 0.140 in H2O 0.140 / 0.140 in H2O Lowest friction rate 0.183 in/100ft 0.183 in/100ft Actual air flow 899 cfm 899 cfm Total effective length (TEL) 153 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk bat c 100 3 6 0.360 4.0 OX 0 VIFx 7.8 70.0 beat h 1296 73 42 0.189 6.0 OX 0 VIFx 23.5 125.0 st2 bed3 h 1808 102 77 0.193 6.0 Ox 0 VIFx 20.1 125.0 st2 c12-A h 467 26 13 0.187 4.0 OX 0 VIFx 24.7 125.0 st2 c13-A h 912 52 23 0.183 5.0 OXO VIFx 27.8 125.0 st2 fam-din-kit c 4058 168 231 0.295 8.0 OX 0 VIFx 14.9 80.0 tam-dincit-A c 4058 168 231 0.268 8.0 Ox 0 VIFx 24.6 80.0 foyer h 1301 74 58 0.350 5.0 OX 0 VIFx 5.1 75.0 faun c 629 2 36 0.386 4.0 OX 0 VIFx 2.6 70.0 m bath h 807 46 27 0.198 4.0 Ox 0 VIFx 16.2 125.0 stl m bed c 1849 85 105 0.196 6.0 Ox 0 VIFx 17.6 125.0 stl vac h 1772 100 49 0.190 6.0 Ox 0 VIFx 22.7 125.0 stl Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk SO Peak AVF 231 181 0.190 523 9.0 0 x 0 VinlFlx st2 Peak AVF 254 155 0.183 575 9.0 0 x 0 VinlFlx Bold/italic values have been manually overridden 2017-Jun-17 08.50 13 wrightSOft• Right -Suite® Universal 2017 17.0.08 RSU17013 Page 1 ACCA ...Specific\Wyndham Preserve\Lot 202 - 1551 SR.rup Cale = MJ8 Front Door faces E Name Grill Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mad Trunk rb1 Ox 0 899 899 0 0 0 0 Ox 0 VIFx 2017-Jun-17 08:50.13 wrightSOft• Right -Suite® Universal 2017 17.0.08 RSU17013 Page 2 AC-0,, ...specrfleMyndhem Preserve%Lot 202 - 1551 SR.rup Celc = MA Front Door feces. E p 13 Level 1 QqD Job M Stariight - Wyndham Energy Air, Inc Scale: 1/8" = 1'0" Performed for: Page 1 Lot 202 - 1551 SR 5401 Energy Air, Ct RightSuite® Universal 2017 Orlando, FL 32810 17.0.08 RSU17013 Sanford, FL 32773 Phone: 407-886-376-3729 2017.1un-17 08:50:19 m Preserve\Lot 202 - 1551 SR.rup www.energyair.com GRenner@energyair.com Z" VFR . X 11f 2" KS AUTO VENT 1.1/2" WM LAV LAV WC 2„ WC TUB 2„ O 3" 211 0 311 is 3n TUB . 3„ 3n 3' W PLAN 1551 N 0 C/o 0PLUMBINGRISERDIAGRAM y W C co O 0 N IINNao z t 0 PI o o= U m ° zA v m M c%- I C 0 N m mLOT AREA CALCULATIONS LOT = 6.900 SQ.FT. LIVING AREA= 1.567 SQ.FT. GARAGE = 407 SQ.FT. PORCH = 44 SQ.FT. DRIVEWAY = 405 SQ.FT. PATIO = 100 SQ.FT. WALKWAY = 51 SQ.FT. A/ C PAD = 9 SQ.FT IMPERVIOUS= 37.4 X SOD = 4.317 SQ.FT. OFF LOT AREA CALCULATIONS R/ W = 1.500 SQ.FT. APRON = 114 SQ.FT. SIDEWALK = 300 SQ.FT. SOD = 246 SQ.FT. TOTALAREA AREA = 0 S . DRIVEWAY = 519 SQ.FT. SIDEWALK = 351 SQ.FT. SOD = 4.563 SQ.FT. WYNDHAM PRESERVE - LOT 202 PLOT PLAN WYNDHAM PRESERVE LOT 202 Proposed) LEGAL DESCRIPTION a DESCRIPTION: A parcel of land lying in Section 17, Township 20 South, Range 31 East, Seminole County, Florida, and being more particularly described as follows: COMMENCE at the Southwest corner of the Northeast 1/4 of said Section 17, run thence along the South line of the Northeast 1/4 of said Section 17, N.89°52'08"E., a distance of 633.76 feet; thence N.00°16'57"E., a distance of 413.86 feet to the POINT OF BEGINNING; thence N.00°16'57"W., a distance of 60.00 feet; thence N.89043'03"E., a distance of 115.00 feet; thence S.00°16'57"E., a distance of 60.00 feet; thence S.89043'03"W., a distance of 115. 00 feet to to the POINT OF BEGINNING. Containing 6,900 Square feet, more or less. I U I LOT 203 I a LOT 196 rLrL • w, - I r > r_a nn 1 NRU Q.3 3 E I 25.0' LOT 197 POINT OF - BEGINNING r- I, POINT OF LOT 198 !Iao COMMENCEMENTSOUTHLINEOF '2 SOUTHWEST CORNER OF THE NORTHEAST 1/4 0 THE NORTHEAST 1/4 OF OF SEC 17-20-31 0 SECTION 17-20-31 (BASIS OF BEARING) N89' 52'08"E 633. 76' rcr- roof cqui men' LEGEND:ADUSSD-Access/Drainage/Utilities/Sidewalk LB -Licensed usiness BFP- Backflow Preventer Sight Distance Easement urvey PRM -Permanent Ref. Monument SReported PCP -Permanent Control Point ISORDescriptionFP&L -Florida Power & Light P - Plat FFE -Finish Floor Elevation O. B. -Deed Book 11 Water Meter O. R.-Official Records Book D4-Water Valve P. B. -Plat Book YJ-Fire Hydrant Pg.- Page RC® -Reclaimed Water Meter Elev. - Elevation RCD4-Reclaimed Water Valve Cone. - Concrete Cable Box BP - Brick Paver m -Telephone Box SW - Sidewalk El -Electric Box FIFE - Finished Floor Elevation Utility Pole CI - Curb Inlet Guy Pole GTI- Grate Top Inlet Light Pole P. U.E.-Public Utility Easement Guy Anchor RCP - Reinforced Conc. Pipe OU--Overhead Utilities PVC - Polyvinyl Chloride Storm Sewer Manhole NCS- No Comer Set (Falls in Water) m-Sanitary Sewer Manhole SF - Square Feet EHHo -Electric Handhole D. U.E. -Drainage/Utility Easement COO -Clean out FMGD- MAG NAIL do DISK L'W4-Irrigation Control Valve P. K. -Parker Kolon Nail a -Sign SIR - Set 1/2' Iron Rod LB7768 W04-Gate Water Valve SPKD- Set P.K. do Disk L87768 Gas Meter FIR - Found 1/2' Iron Rod L87768 tr" -Existing Grade FlP- Found 1/2' Iron Pipe L137768 0-Blow-off Valve FPKD- Found P.K. Nail & Disk LB7768 ter -Drainage Flow Direction FCM- Found 4'x4' Concrete Proposed Design Grade Monument PRM LB7778-As-8uilt/Existing Grade en Note: Some items in above leamay not be applicable) 1 Description I Date I Dwn.ICk'd I P.C.IOrder No. 44. 4' 4 A/c r PAD 45. 3 S10.0 a PROPOSED I STORY RESIDENCE 1551 HALLEY r ELEVATION - S ^ a GARAGE - RIGHT M LOT 202 FFE=22.7 AREA = i 6,900 S.F. ± 44. 4' 45.3 M S89043' 030V 115.00' LOT 201 v_ 25. 31 I o PROPdSED 0 to DRIVEWAY I PJ I I PROPOSED CONC WALK, I I I 25. 31 V , v a. a o: W zU 7 DEVIENSION NOTE: Proposed building dimensions shown hereon are of the exterio BUILDING LAYOUT NOTE: Building Setbacks Contractor and owner are to verify all Setbacks: Per construction plans for setbacks, building dimensions, and layout 'WYNDHAM PRESERVE", City of Sanford, shown hereon prior to any construction, and Seminole County, Florida. immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Front = 25' Failure to do so will be at user's sole risk. Rear = 20' Side = 7.5' SURVEYOR' S NOTES: PREPARED FOR: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roods, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for 'WYNDHAM PRESERVE% City of Sanford Seminole County, Florida. 5. This Plot Plan is subject to matters shown on the construction plans for "WYNDHAM PRESERVE', City of Sanford Seminole County, Florida. 6. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) PLOT PLAN ONLY NOT A SURVEY) For Permitting ONLY) ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone I" DESCRIPTION: PROPOSED LOT 202, according to the plat of "WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: ( 321) 270-0440 Fax: ( 813) 248-2266 Licensed Business No. LB 7768 GeoPoint Surveying, Inc. es D. Leviner LS6915 RIOAPROFESSIONALSURVEYORMAPPERN0. .................. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL Drawn: MTP I Checked: JDL I P.C.: Data FilwerismEast-Plat Date: 6/28/17 Dwg:eris mEmt-to= Order No.: SEC. 17 - TWN. 20 S. - RNG. 31 E. I Feld Bk: RECORD COPY PALMER ELECTRIC Ashton Woods Homes Seminole 15SI Starlight LOAD CALCULATION May 26, 2017 1. HVAC LOADS fNEC 2011- 220.82(a(31- (4)) ZONE COMPRESSOR SIZE CONNECTED LOAD 1 3.00 TON 5.40 KVA 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER BLOWER MOTOR CONNECTED LOAD 1 7.00 KVA 0.67 7.67 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS 13.07 KVA TOTAL LOAD FOR COMPRESOR @ 1000% 5.40 KVA TOTAL LOAD FOR AIR HANDLER @ 65% 4.99 KVA TOTAL HVAC DEMAND LOAD 10.39 KVA 11. GENERAL LOADS fNEC 2011- 220.82(B)(l)- (411 LIGHTING 1567 Sq Ft @ 3VA/Sq. Ft 4.70 KVA QTY VALUE TOTAL KVA 2 SMALL APPLIANCE CIRCUITS 1.50 300 KVA I LAUNDRY CIRCUIT 1.50 1.50 KVA I DRYER CIRCUIT 500 500 KVA 0 STACK WASHER/DRYER 5.00 I WATER HEATER (1) WDING 4.50 4.50 KVA 0 WATER HEATER (2) 0 4.50 I DISPOSAL([) gPNFOR10 0.80 0.80 KVA 0 DISPOSAL(2) , 2 0.80 0 RANGE/OVEN (1) OFPAR 7.20 1 RANGE/OVEN (2) 12.00 12.00 KVA COOKTOP CIRCUIT 7.20 SUMMER KIJIT GAS 2 O 1.50 I MICROWAVEE CIRCUIT J 2 G 2.50 2.50 KVA 0 JACUZZI TUB CIRCUIT 4.80 0 40 AMP CAR CHARGER 9.60 30AMP POOL CIRCUIT 7.20 60AMP POOL CIRCUIT 14.40 0 80AMP POOL CIRCUIT 1920 CONNECTED LOAD (GENERAL LOADS) 35.20 KVA IST 10 KVA (GENERAL LOADS) @ 100% 10.00 KVA REMAINDER ( GENERAL LOADS) @ 40% 10.08 KVA SUB - TOTAL (GENERAL LOADS) fNEC 2011 - 220.82(B1t 20.08 KVA HVAC LOADS 10.39 KVA GENERAL LOADS 20.08 KVA TOTAL DEMAND LOAD fNEC 2011 - 220.82(Al) 30.47 KVA MINIMUM SERVICE SIZE 126.94 AMPS RECOMMENDED SERVICE SIZE l50 AMPS Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek" RECORD COPY RE: W P0202 - W P0202 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Ashton Woods Project Name: WP0202 Model: 1551 Tampa, FL33610-4115 Lot/Block: 202 Subdivision: Wyndham Preseve Address: City: Orlando State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building: Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014frP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 23 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Enqineers Rules. No. I Seal# Truss Name Date No. ;Sleal# 1 T12304309 CJ1 10/19/17 18 2304326 T12 10/19/17 12 I T123043101 CJ3 10/19/17 19 I T12304327 I T13 10/19/17 13 I T12304311 1 CJ5 10/19/17120 I T12304328 I T14 110/19/1 4 I T12304312 I EJ6 110/19/17121 I T12304329 I T15 10/19/17 F5-1 T12304313 I EJ7 10/19/17 22 IT12304330IT16 10/19/17 6 1 T12304314 1 HJ7 10/19/17 23 T12304331 T17 10/19/17 I7 , T12304315 I T01 10/19/17 18 I T12304316 I T02 1 10/19/17 19 I T12304317 I T03 10/19/17 110 I T12304318 I T04 1 10/19/171 11 IT12304319IT05 10/19/17 112 I T12304320 I T06 10/19/17 I 113 I T12304321 I T07 110/19/171 14 I T12304322 I T08 _ 10/19/17 115 I T12304323 I T09 1 10/19/17 116 1 T12304324 T10 10/19/17 I 117 I T12304325 I T11 1 10/19/17 J The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. JN pING m 0 q 380 p0: AT OF 0. Al ON Atolli %**.` TIMM A. AUM PE 110.8 M M ak USA, Int FL W 6W M Parke East BWd. Tampa FL W610 Date: October 19,2017 Albani, Thomas 1 of 1 Job runs fuss ype ry T12304309 WPO202 1c-JI Jack -Open 12 1 IWPO202JobReference(optional) nunaersrastaource.Iarrpa, rwnrrmy.rwnaaaaaoo •...........y............a.. ...........o,...,.,..... ._ _. ID:AeAoATVyRAFF61mf42W41Syplgj•R7CIgwwP?AfSC Mf0?TUWVA3X8wbYl1oLo5ylXyRvVx 1-0-0 1-0-0 1-0-0 10_0 Scale = 1:6.6 2x4 = LOADING (psi) SPACING- 2-0-0 CSI. OEFL. in loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.09 Ven(LL) -0.00 2 >999 240 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 2 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a rda BCDL 10.0 Code FBC2014frP12007 Matrix) Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=-8/Mechanical, 2=125/0-8-0, 4=9/Mechanical Max Horz 2=30(LC 8) Max Uplilt3=-8(LC 1), 2=-69(LC 8) Max Grav3=15(LC 8), 2=125(LC 1). 4=18(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- (7) 1) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsf; h=15tt, Cat. II; Exp C; Encl.. GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 3 and 69 lb uplift at joint 2. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7)'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' WARNING - Verity design parametan and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE NX7473 nV. 1403MIS BEFORE USE Design volld la use only with Mtek® connectors. Ills design Is based only trpon paameters shown. and Is for an Individual Lurldhng component, not a truss system. Botore use. the building deslgnet must vedty the arxdk;didllty of design parameters and Ixoparly Incomorate this design Into the overcdl Bracing Indicated 1s to bxrclding of Indlvkkal Muss web and/a chatl members only. Addlllonal temporary and pxarmanent bxachrg MOWbuildingdesignprevent Is always required for stability and to prevent collgne with possmle persorxd hlray and properly akancge. For general guidance regarding the 6904 Parke East BlvdfatriccIlislorago, delivery, etecilon and bracing of huaes and truss systems. SWANSIM I Quality Criteria, DSB-89 and SCSI Bullding Component Tampa. FL 33610SafetyItdoHanavaLtdtleMomtrussPlateInstitute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314 Jo rws fuss ype T123043t0 WPO202 CJ3 Jack -Open 12 1 IWPO202JobReference (optional) tluddem FItiabource. ramp=. Yram Cody. ranee JJbbO 1 Wu a Mug is Lu 1I mi. eK ina—ties. nIG i nu KI Iv - i - N 1 I raVe 1 ID:AeAoATVyRAFF51mF42 W 41SypZcj-R7CIgwwP?AFSC_MFO?TU W VA3tBveYl l oLo5ylXyRvVx 1-0-0 3.0.0 1." 3-0-0 Scale = 1:10.9 2x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Ven(LL) 0.00 2-4 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(TL) 0.01 2-4 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight. 11 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=52/Mechanleal, 2=187/0-8-0, 4=26/Mechanicaf Max Horz 2=59(LC 12) Max Uplilt3=-42(LC 12), 2=-72(LC 8) Max Grav3=52(LC 1), 2=187(LC 1), 4=52(LC 3) FORCES. (Ib) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsf; h=15ft Cat. II; Exp C, Encl., GCpi=0.18; MW FRS (envelope) and C-C Extenor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) - 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 lb uplift at joint 3 and 72 lb uplift at joint 2. 6)'Semi-rigid pitchbreaks with fixed heels` Member end fixity model was used in the analysis and design of this truss. 7) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code' 0 WARNING . Ved ly design parameter and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MIF7473 rev. 1`00 20IS BEFORE USE. DosW vaild for tae only Win MlleW connectors. 1hls doslgn Is based only upon pasarnotefs slwwn. and N for an IndnACAxY bullding component, not a Iruss system. before Lao. the txLdng designer must verity the oWicatAlty of design parameters and rxop erly Incorporate this design Into the overall building design. tracing Indicated Is to buclding of Individual truss web and/or chord members only. Additional tomporary and permanent lxackng M iTek' pxovonl Is always rexlulted to stability and to prevent collar)se with posfte personal "and rxop erty damage. For ger"d gUrJance regarding the fabrication, storage, delivery, erection and bracing of trusses and tmrss systems, seeANSI/TPI I Quality Criteria. OSS-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallable train Itras Plate knstitulo. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Tampa. FL 33610 Job I fuse I fuss I ype Qty ply WPe202 T12304311 WPO202 cis Jack -Open 12 t Job Reference Donal Builders F"150urce, Tampa, Plant City, Florida 33566 7.64V a AUg 16 YU1 r MII ex IndVSrres. Inc. I nU VC1 l V 91,13 J:M ZU1 r raga 1 10:AeAoATVyRAFF5lmF42W4ISypZcj-R7CjgwwP?AFSC MFO?TUWVA_IBslYItoLo5ylXyRvVx 64-0 544 2x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.03 2-4 999 240 TCDL 7.0 Lumber OOL 1.25 BC 0.26 Ven(rL) 0.07 2-4 820 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horl(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix) LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0.8.0, 4=46/Mechanical Max Horz 2=91(LC 12) Max Uplllt3=-81(LC 12), 2=-75(LC 8) Max Grav3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale - 1:IS. 1 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7.10, Vuit=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsh h=15ft; Cat. II; Exp C; Encl , GCpi=0.18; MW FRS (envelope) and C-C Exterfor(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber OOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Ops1 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 3 and 75 lb uplift at joint 2. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Verify design paramafera and READ NOTES ON rNIS AND iNCLUDED mrrEK REFERANCE PAGE MIF7473 rev. 1003 01S BEFORE USE DesW valld for use only with f4leM connectors. Rib design is based only upon paramoters Shown, and Is lot an Individual building comlbnenl. not a truss system. Before use. the txlldlng designer must verity the applicability of deslgl Ixuamotets and Ixopetty hncoq"ate this dosign Ingo lie overall building design. Macho Indicated Is to Ixovenl trickling of Individual truss web and/or chord members only. Additional lemporary and permanent tracing MiTek' Is always required Ion slablllly and to prevent collapse with possible personal Infury and property damage. For general gukknce regarcft the fabrlcatbn. stotago, delivery, erecflon and bracing of misses and inra systems. seaANSI/1P1 f Quality Criteria, DS11-89 and SCSI Building Component 6004 Parke East Blvd. Safety Information available from Bras Plate knsllMe. 218 N. Leo Street. Suite 312. Alexandria VA 22314 Tampa. FL 33610 Job Truss Truss Typo ty Ply WPO202 T123043i2 WPO202 EJ6 Jack -Open 3 t Job Reference (optional) Builders FirstSource. Tampa. Plant Gay. Florida 33566 7.640 a Aug 16 2017 M11 aK Industmes. Inc. 1 nu vm 19 09:13:39 2017 Fagot 10:AeAoATVyRAFF51mF42W 41SypZgi-vJm6tGx2mUNJpSwRyl-j3ll60aAgHCHxZSgWrzyRvVw 14-0 6.0-0 1-0-0 6.0-0 2x4 = LOADING (PSI) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TOLL 20.0 Plate Grip DOL I,25 TO 0.61 Vert(LL) 0.06 2-4 999 240 TOOL 7.0 Lumber DOL 1.25 BC 0.40 Vert(TL) 0.15 2-4 455 180 BCLL 0.0 ' Rep Stress Incr YES WS 0.00 Horz(TL) 0.00 3 n/a We BCDL 10.0 Code FBC2014fTP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (Ib/slze) 3=143/Mechanical, 2=288/0-8.0, 4=56/Mechanical Max Horz2=106(LC 12) Max Uplift3=-100(LC 12), 2=-78(LC 8) Max Grav3=143(LC 1), 2=288(LC 1), 4=112(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:17.1 PLATES GRIP MT20 244/190 Weight: 20 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; 8C0L=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extenor(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber OOL=1.60 plate grip OOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint 3 and 78 lb uplift at joint 2. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7)'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGEW7473 rev. IM3W IS BEFORE USE Deslip valid lot use ordy vAth Mllek® con neclors. lids desig n Is based only upon patarnetors shown. and Is of an Individual txAdlno component, not a truss systet n. Before use. Iho txAding designot must verily the oppilcobllly or design patomelors and properly Incorporate this design Into the overall btAdrg design. Blocing Ir d soled Is to prevent baaing of IWNklual truss web and/or chord memtxrs only. Additional temporary and permanent txactng MiTek' Is always togtdred for sIctAlly arvJ to prevent collapse with possble personal "and properly damage. Foi general guidance tegadi g the falWallon, storage, delivery. election and trctdrg or Inisses and Inns syslems. swANSI/IPI1 Quality Criteria. DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avalwbte from truss Plate Institute, 218 N. Lee Street. Suite 312. Alexarndria. VA 22314. Tampa. FL 33610 Job • russ Truss ype ty WPO202 T123043t3 WPO202 EJ7 Jaek•Open 24 t Job Reference (optional) Builders Fast5oufce, Tarrpa. Plant Gay, Flonda =65 r.ow a Aug it, Zul r Nee ex inoutur es. Inc i nu Vet ev W e J au "i r rage i ID:AeAoATVyRAFF5lmF42 W 41SypZgj-vJm6tGx2mUNJpBwRye.j3g5Ma9YHCHxZSq W rzyRvVw 1-0-0 7-0-0 3x6 = 7.0-0 7.11.0 Scale - 1:19.1 Plate Offsets (KY)-- 12:0-0-2.Eduel LOADING (pst) SPACING- 2.0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.10 2-4 772 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(rL) 0.24 2-4 337 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a rVa BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 23 lb FT = 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (Ib/slze) 3=159/Mechanical, 2=324/0.8.0, 4=78/Mechanical Max Harz2=122(LC 12) Max Uplift3=-102(LC 12). 2=-85(LC 12) Max Grav3=159(LC 1), 2=324(LC 1), 4=121(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc pudins. BOT CHORD Rigid telling directly applied or 10-0.0 oc bracing. NOTES- (7) 1) Wind- ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsf; h=1511; Cat. II; Exp C; Encl., GCpi=0.18, MW FRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint 3 and 85lb uplift at joint 2. 6) "Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 7) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' A WARNING - Verfry design paritmetere and READ NOTES ON THIS AND INCLUDED MnEK REFERANCE PAGE MB-7473 rev. f0V"15 BEFORE USE Design valid lot use only MAIN MlleM connectors. This design Is based ordy upon paranoters shown. and Is tot an Individual buIding coinrwnenl. not a truss system Before use, the bullring designer must verity Ilse arolcablilty of design Iwlometors and properly Incotpaoto this doslgn into the overall beading design. Bracing Indicated is to bucaing of Individual toss web and/or chord members only. Additional lempaory and pamaerel trotting MOWprevent is always recµlted for stability and to prevent colla rme wllh possible petsorel Inkay and property damage. rot general guidance regoldreg the ' fabrication, storage, delivery, election and tracing of tosses and toss systems. seeANSI/IPI I duality Criteria. DSB-69 and SCSI Building Component 6904 Parke Ease Blvd. safety Information available tan Tres Nate Institute, 218 N. Lee Street. Suite 312. Alexandda, VA 22314. Tanpo. FL 33610 Job T russ russ ype ty T12304314 W PO202 HJ7 Orogonal Hip Girder 6 1 IWPO202JobReference (optional) Bwldent Frret50U(Ce. larrpa. Plant Gay. Fgndo 33556 r 67U a Rug le ZUr r Mu eR mausaree. inc. r nu w ,v w-u — w r r aye i ID:AeAoATVyRAFF51mF42W41Syp2v-NVKUScygXnVARIVeWOVybwGKH VROaK5o6a3NOyRvVv 1.5-0 S•2.9 9.10.1 6-2.9 4.7.8 Scale = 1:21.1 20 = 20 = u' S 3x4 = 5-2.9 9-10-1 52.9 4-7-e Plate Offsets ()1%Y)-- 12:Edge.0-0.61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.04 6-7 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(fL) 0.10 6-7 999 180 BCLL 0.0 ' Rep Stress Incr NO W B 0.33 HOrz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/1-PI2007 Matrix) Weight: 41 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=247/Mechanical, 2=447/0-10.15, 5=353/Mechanical Max Horz2=131(LC 4) Max Upllft4=-168(LC 4). 2=-145(LC 4), 5=-66(LC 8) Max Grav4=247(LC 1). 2=447(LC 1), 5=369(LC 3) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-769/197, 6-9=-744/213, 3-9= 710/205 BOT CHORD 2.11=-270/708, 11-12=-270/708, 7-12=-2701708, 7.13_ 270/708, 6-13=-270l708 WEBS 3.6=-753/287, 3-7=0/291 NOTES- (9) 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15fl; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS-(envelope); Lumber DOL=1.60 plate grip DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 168 lb uplift at joint 4, 145 lb uplift at Joint 2 and 66 lb uplift at joint 5. 6) `Seml-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 85 lb up at 1-4-15, 68 lb down and 85 lb up at 1-4-15, 25 lb down and 38 lb up at 4-2-15, 25 lb down and 38 lb up at 4.2.15, 50 lb down and 87 lb up at 7-0-14, and 50 lb down and 87 lb up at 7-0-14, and 123 lb down and 106 lb up at 9.9-5 on top chord, and 1 lb down at 1-4.15, 1 lb down at 1-4-15, 18 lb down at 4-2-15, 18 lb down at 4-2-15, 38 lb down at 7-0.14, and 38 lb down at 7-0-14, and 94 lb down at 9-9-5 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). 9) *This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4_ 54, 2-5=-20 Concentrated Loads (Ib) Vert: 4=-123(B) 6=-64(B) 8=44(F=22, 8=22) 10=-75(F=-38, B= 38) 13=-36(F=-18, B=-18) Q WARNING - Verify design parameters end READ NOTES ON THIS AND INCLUDED MR'EK REFERANCE PAGE MX7473 rev. I0&AY10IS BEFORE USE. Design valid for use only with Mllek0 conneelors. Ms desIgn Is based only upon prnamoters shown. and Is for an Yxllvld al building component. not a truss system. Before use. the Ixdldhg designer must verify the appllcablilly of design parameters and properly Incorrwtato lhk design Into the overall building design. orating Indicated Is to lxevenl buckling of IncfMdual truss web and/or chard members only. Additional temporary and pormanent txocing MiTek' b always tegtked lot skdAtty data to prevent collapse wllh posstAe personal"and property danage Fot general grddknce regdaalng the 6904 Parka East Blvd. falxlcarlon, slorago, delivery, erection Card brockirj of trifles and Miss systems. seeANSI/rPI I Gttatlty, Criteria, OSS-69 and SCSI Building Component Tarnpa. FL 33610SafetyInformationovdLalxofrombinsPlateinstitute. 218 N. Leo Skeet. Srlte 312. Alexdardda, VA 22314. Job Truss I rush I ype ory Ply T12304315 WP0202 Tot Root Special Girder 1 tI IWP0202JobReference(optional) ouwum rumxw.w. ,ynyu, raw a..u7. r.u.wu ,a.avo ..,.+.......y .,. ..... ,.,,.... .........,.... ..... ..... ..............., -.,.. . ,,y. . IO:AeAoATVyRAFF51mF42W41Wip-JuSEVI vQPluhcf ,iV( hLLXdo39UK10G03AS1yRvVt 1-0 4.3.8 7•0•0 10.4-0 ttm 17.9.5 24.2.11 30.8'0 1.8- 37.8-0 40 8 44.80 8- 4.3 8 2:, 8 3d-0 6 5•S 6 5-5 6•S•S 8 8 -O 5x6 = Soo 12 SxB 3x6 a A- 4 25 5 p 4x10 MT20HS = 5x6 = Sz8 We = 5x6 = 5x6 = ax12 = 10 11 28 20 12 2x4 D Scale - 1:81.6 Ch S to 3x6 = 24 30 31 23 22 21 32 20 33 19 18 17 34 35 36 16 3x6 = 3x4 = 502 = 3x6 = 6x8 = 3x6 = 3x8 5xl2 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCOL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/TP12007 CSI. TC 0.97 BC 0.93 WB 0.96 Matrix) OEFL. Ven(LL) Ven(rL) Horz(TL) In (loc) Well Ltd 0.21 16-17 >999 240 0.59 16-17 >390 180 0.05 14 rVa We PLATES MT20 MT20HS Weight: 216 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 6-8,8-10: 20 SP M 31. 11-12: 2x4 SP No.1 BOT CHORD Rigid calling directly applied or 5-2-7 oc bracing. BOT CHORD 2x4 SP No.1 'Except' WEBS i Row at nlidpt 9.20 18-22: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 7-23,9-17 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except Qt=length) 20=8-1.0, 21=0-3-8, 19=0-3-8. lb) - Max Horz2=-46(LC 9) Max Uplift All uplift 100 lb or less at joint(s) except 2=-333(LC 8), 20=-1267(LC 4), 14=-505(LC 9) Max Grav All reactions 250 lb or less at joint(s) 21, 19 except 2=1079(LC 19). 20=3523(LC 1),14=1409(LC 20) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2079/639, 3-4=-1919/593, 4-25=-1461/504, 5-25=-1460/504, 5.6=-1486/529, 6-7=-1434/478, 7.26=-1041/3226. 8.26=-1041/3226. 8-27=-1041/3226, 9-27_ 1041/3226, 9-10=-2153/811. 10-11=-2324/863, 11-28_ 2574/970, 28-29= 2574/970, 12.29=-2574/970, 12-13=-2772/1027,13-14=-2858/1032 BOT CHORD 2-24— 572/1847, 24.30=-490/1772, 30-31=-490/1772, 23-31=-490/1772, 22-23=-1191/339, 21-22=-1191/339, 21-32=-1191/339. 20-32=- 119 1/339, 20.33=-979/227, 19-33=-979/227, 18.19=-979/227, 17-18=-979/227, 17-34=-775/2160, 34-35=-775/2160, 35.36=-775/2160, 16-36= 775/2160, 14-16=-883/2546 WEBS 4-24=-101l755, 6.23=-465/250, 7-23=-786/2808, 7-20=-2593/1002, 9-20=-2862/1147, 9.17=-1026/3322, 10-17=-881/312, 11-16— 157/485, 12-16=0/551, 4.23— 385/123 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); Lumber DOL=1.60 plate grip OOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 333lb uplift at joint 2, 1267 lb uplift at joint 20 and 505 lb uplift at joint 14. 8)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. Continued on oaae 2 Q WARNING • Verfy dedyn parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MII.7473 rev. IIWYlOIS BEFORE USE. Design valid for use orgy wllh Mllok®conneclots. iris design 1s based only upon p aramelers shown. and a la an Individual lidding component. no, a truss system. Wrote use. the building designer must vedty the alxxlcabillty, of design patdrnelers and proor properlyIncorraleIhls design Inlo the overall building design. Bracing Indicated Is fo rxevont b ucldl ng of Individual truss web and/or chord members only. Add011onal temporary and permanent bxackng WOW is always regrlrod tot stability and to rxevenl collgne with possible personal"drvJ rxopefly dranage. ton general gldcme tegtrding the IMxlcallon. slotage, delivery, etacBon and btaCing of trusses and Inrss systems. seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Wilding Component 6904 Parke East Blvd. Safety Informallan available from trig Plate institute, 218 N. Lee Street. Suite 312. Atexandrla. VA 22314. Tampa. FL 33610 Job • russ truss type ry T12304315 W PO202 1"01 Root Special Gwder 1 1 IWP0202JobReference (optional) tsuuaers rrsrsotrrce. t anps. rtent city, nonce sabbb r.wv s mug ,...I I MI t.R IOWblfglf. - . V ' .. v.a arc - f r.y. c ID:AeAoATVyRAFF51mF42W41Syp2gi-JuSEVI w2PluhcfOdgYOhLLXdo39UK?OG03ASlyRvVt NOTES- (11) 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 124 lb down and 107 lb up at 7.0-0, 105 lb down and 107 lb up at 8-8-0, 105 lb down and 107 lb up at 10.4.0, 89lb down and 105 lb up at 19.3.4, 89 lb down and 105 lb up at 20-11-4, 89lb down and 105 lb up at 22-8-12, 105 lb down and 107 lb up at 31.8.0, 105 lb down and 107 lb up at 33-8-12, and 105 lb down and 107 lb up at 35-7-4, and 323 lb down and 284 lb up at 37-8-0 on top chord, and 324 lb down and 94 lb up at 7-0-0. 81 lb down at 8-8-0, 394 lb down and 93 lb up at 10-3-4, 72 lb down at 19.3.4. 72 lb down at 20-11-4, 72 lb down at 22-8-12, 324 lb down and 94 lb up at 31.8-0, 81 lb down at 33.8.12, and 81 lb down at 35.7-4, and 324 lb down and 94 lb up at 37.8-0 on bottom chord. The design/selection of such connection devlce(s) Is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (13). 11) -This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4-5=-54, 5-6=-54, 6-10=-54, 10-11=-54, 11-12— 54, 12-15=-54, 2-14=-20 Concentrated Loads (lb) Vert: 4=-105(F) 5=-105(F) 8=-89(F) 1 i=-105(F) 12-276(F) 24=-324(F) 20=-36(F) 16=-324(F) 25=-105(F) 26=-89(F) 27=-89(F) 28=-105(F) 29=-105(F) 30-58(F) 31=-382(F) 32=-36(F) 33=-36(F) 34-324(F) 35=-58(F) 36=-58(F) WARNING - V0t11y doNgn pentmefers and READ NOTES ON THIS AND INCLUDED WFEK REFERANCE PAGE M9.7473 rev. 1deJMIS BEFORE USE. Design vdlkl for use orgy wlm MtleW connectors. This design is based ordy tqm prnarnetets shown. and Is tot an Individual building component. not o huss system. Wrote use. the txJlclrlg deslprot must vedty the or4AIcabllty of design pararneters and Ixop wily hcorporote his design Into the overail b ulding design. lkochg Indicated Is to prevent trickling of Individual Iruss web aril/or chord members only. Additional lemporM and permcmnl tracing MOW is always requked tot stability and to prevent collapse Win possible petsoral hWy and properly damage. rot general gt/datce tegarding B1e IatxlCalkrL slotapo, dolNery, erection and bracing of misses and Inns systems seeANSI/TPI I Quality Criteria, OSS-69 and SCSI Building Component 6904 Parke East Blvd Safety Information avallabte from truss Plate Institute. 218 N. Leo SlneoL Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job T rust; Truss Type Qty ply T12304316 W PO202 T02 Hip 1 1 IWPO202JobReference (optional) Buildens Fastbource. lautpa, Plant Gay, Flonea 33S56 .6 an mausawa. mc. u v, 1 s vi.1 a -ic ai' 0ID:AeAoATVyRAFF5mF42W41Syp2gj- JuSEVIw2Pluhc(OdgYOhLLXCo3lUNrOGAySIyRvVt 1-0 8- 0-0 15-2.14 223-0 29.5.2 36.8-0 44.8-0 4" 0 8-0- 0 7-2.14 7.1.2 7.1.2 7.2.14 8-0-0 1 7x10 = 5.00112 2x4 II 802 = 2x4 II 700 = Scale = 1:78. 1 5x6 = 16 15 74 13 12 11 10 5x6 = 20 II 1Ox14 = 2x4 II 1Ox14 = 2x4 II t 8-0- 0 1 15-2-14 t 22.4-0 29.5-2 36-0.0 I 448.0 0- 0-0 Plate Offsets (XY)- 2-14 2. 0-a- 13 0-0-31 (3.0-7-0 0-2-41 1•L 5: 0-2- 8 Edael 17:0-7-0 0-2-41 8:0-4-13,0-0-31.112:0-6-4,0-5-41,114:0.2.12,0.5-41 1-1•Z 1.4.19 ovv LOADING(psf) SPACING- 2-0.0 CSI. DEFL. In loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.52 13 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(fL) 1.18 13 447 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.78 Horz(TL) 0.22 8 We n/a BCDL 10.0 Code FBC20141TP12007 Matrix) Weight. 242 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.I 'Except' 3.5,5- 7: 2x4 SP M 31 SOT CHORD 2x6 SP No.2 WEBS 20 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row atnt(dpt 3-15, 7-11 REACTIONS. (lb/size) 2=1700/0-8.0, 8=1700/0-8.0 Max Horz 2=- 52(LC 17) Max Uplift2=-487( LC 8), 8=-487(LC 9) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2. 3=-3564/1999, 3-4=-4916/2863, 4.5=-4916/2863, 5-6=-4916/2863, 6-7=-4916/2863, 7.8=-3564/ 1998 BOT CHORD 2- 16=-1682/3195, 15.16- 1682J3205, 14-15=-2961/5487, 13-14=-2961/5487, 12-13=-2961/ 5487, 11-12- 2961/5487, 10-1 1_ 1694/3205, 8-10=-1693/3195 WEBS 3.16=• 9/344, 3-15=-1050/1986, 4.15=-414/347, 5-15= 680/356, 5.13=0/295, 5.11=-680/ 356, 6-11=-414/347, 7.11_ 1050/1986, 7-10=-9/344 NOTES- (8) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsf; h=15fh Cat II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1. 60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 487 lb uplift at joint 2 and 487 lb uplift at joint 8. 7) - Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss 8) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' WARNING - Veft dostgn Pantmeters and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE M0.7473 rev. I041 MIS BEFORE USE. De*p valkt tot use only with Mf1ekOconnectors. IMsde*p is based only upon padmolers Yawn. and Is tot an IndMal td Luldbg component, not a kusc syslem 0etote use. lho building dosignet must vedly the aprAlCotAty, a of design Iwrnoloisandproponybaort"ote this design Into tho overall brulidirlg design. 0oci Irlolcoted is to bucldN of IrWNklual trim wob and/or ctatd members only. Additional lemporary and permanent tracing MiTek' g pevent Isalwaystecalted for stanBtiy and to rrevent collapse with possible personal blkry and property d arnage. For ganeral glldalce iegaalrg the 6904 Parke East Blvd tatxicatbn storage, dfellmy, erection and tracing of trusses and truss syslorns. socANSI/rPI I Quality Criteria, OS8•89 and SCSI Building Component Tampa. FL 33610 Safety information avallaleboonbussRateInstitute. 218 N. Lee Stteot. State 312. Alexandria. VA 22314. Job Truss russ Type ty T12304317 W Po202 T03 Nip 1 1 IWPO202JobReference(optional) Buddets FustSoi rce, Tertpa. Plant City. Fonda 33S66 7.640 s Aug 16 2017 MTek Industries. Inc. Thu Oct 19 09:13.43 2017 Page 1 ID:AeAoATVyRAFF5lmF42W 41SypZqf-n40ge_YpdIIIEDBY3fDZuogCR3Dw5XU4oj_kyRvVs 1-0 14 10-0.0 16.2.0 .4-0 34 6-0 39.4.2 44. -o .8 5 3 14 4 8.2 6 2-0 6 2228 6-0 2- 0 6.2-0 6.2-0 4.8.2 5.3.14 -0 5. 00 12 30 = 5x6 = 30 = 4x8 _ 30 = 5x6 = 4 5 67 8 9 Scale - 1:78.7 3x8 = 18 17 16 15 14 13 3x8 = LOADING ( psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 3x8 = SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014lrP12007 3x8 MT20HS = 30 = 30 = 3x8 MT20HS = 3x8 = CSI. OEFL. In loc) Well Ud PLATES GRIP TC 0.63 Vert(LL)-0.4515-16 999 240 MT20 244/190 BC 0.83 Vert(rL)-1.1215-16 473 180 MT20HS 187/143 W B 0.40 Horz(TL) 0.28 11 n/a rVa Matrix) Weight: 217 lb FT = 200. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-2 oC puffins. BOT CHORD Rigid ceiling directly applied or 4.2.2 oc bracing. WEBS 1 Row atmidpt 5.18,8.13 REACTIONS. ( lb/size) 2=1700/0.8.0, 11=1700/0.8-0 Max Harz2=-64(LC 17) Max Uplilt2=-467(LC 8), 11=-467(LC 9) FORCES. ( lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 3507/2082, 3-4=-3254/1886, 4-5=-2987/1808, 5.6=•4098/2424, 6.7=-4098/2424, 7- 8=-4098/2424, 8-9=-2987/1808, 9-10=-3254/1886, 10-11=-3507/2081 BOT CHORD 2-18=-1788/3165, 17-18=-2103/3943, 16-17=-2103/3943, 15-16— 2288/4255, 14- 15=-2106/3943, 13.14_ 2106/3943, 11-13=-1803/3165 WEBS 3-18=-235/309, 4-18=471/954, 5-18=-1248/701, 5.16=-106/398, 7-16=-282/199, 7- 15=-282/199,8-15=-106/398,8-13=-1248/701,9-13=-471/954,10-13=-235/309 NOTES- ( 9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone,C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psl 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 467 lb uplift at joint 2 and 467 lb uplift at joint 11. 8) ' Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 9) ' This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' O WARNING- Vedly design peranseters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M07473 rev. fW.2016 BEFORE USE. Design valid for use only win Mflekb connectors. this design Is based only upon parameters shown. and Is for an Individual building component. nor a truss system. Beforo use. the txtlldng designer must verity Ilia apptkabillty, of design paramolots and rxopeily ncogorate IM design into the overall building design. Bracing Indicated Is to prevent budding of IrdllvkWat Inm web and/or chord members only. Additional lempordry and permanent bracing MiTek' Is always oegtdred too stability and to prevenl coltdnse with possible personal nftry and property damage. For general guldknce regarding Ito fatmIcallom stordae. delivery, eiecllon and tracing of trusses and fnos systems, seoANSI/fPl I Quality Criteria, DSO-69 and &CSI building Component 6904 Parke East Blvd. Safety Information ovallable from truss Plato Institute. 218 N. too Street. Sulto 312. Alexandria. VA 22314. Tempo. FL 33610 Job u56 I ype Qty Ply WPO202 T12304318 W PO202 T04 Hip l 1 Job Reference (optional) Budder FaseSoufce. Tampa. Plant City. Fonda 33566 7 640 / AU9 16 2017 MI I OR la41.161 nee. Inc. I nU Oct IV 09:13 44 ZVI r rage 1 I D:AeAoATVyRAFF51mF42 W 41SypZgj-G H a?w_?Aa00cwvpPlFaummOvJbmNy11 hIkYG W ByRv Vr 1-0 6.3.14 12-0-0 1B-f t-4 25.8.12 32.8-0 38.4.2 44.8.0 8 6-3.14 58-2 6.11-4 6.9.8 6-11.4 5 &2 6.3.14 -0 US = 2x4 11 3x6 = 3x8 = 5.00 12 Scale = 1:78.7 3x8 = 19 18 t7 16 15 14 13 12 3x8 = 2x4 II 30 = 4x6 = 3x8 = 20 II 3x8 MT20HS= 3x8 = 2x4 11 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCOL 10.0 Code FBC2014fFP12007 LUMBER - TOP CHORD 20 SP N0.2 'Except' 4.6: 20 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/slze) 2=1700/0-8-0, 10=1700/0-8-0 Max Horz 2=-75(LC 13) Max Uplift2=-447(LC 8). 10=-447(LC 9) CSI. DEFL. in loc) Well Ud PLATES GRIP TC 0.83 Vert(LL)-0.3815-16 999 240 MT20 244/190 BC 0.89 Ven(TL)-0.8915-16 591 180 MT20HS 187/143 WB 0.67 Horz(rL) 0.29 10 n/a (Va Matrix) Weight: 229 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid telling directly applied or 4-3-12 oc bracing. WEBS i Row at midpt 7.16. 7.13 FORCES. fib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3571/2070, 3-4=-3081/1838, 4-5=-3512/2159, 5-6=-3512/2160, 6-7_ 3512/2160, 7-8=-2811/1765, 8-9=-3082/1837, 9-10=-3570/2070 BOT CHORD 2.19=-1770/3206, 18-19=-1770/3206, 17-18=-1430/2795, 16-17=-1430/2795, 15-16=-1837/3511, 14-15=-1837/3511, 13-14=-1837/3511, 12-13=-1785/3206, 10.12=-1785/3206 WEBS 3.18=-469/391, 4-18=-128/396, 4-16=-501/999, 5.16=-392/336, 7-15=0/273, 7-13= 983/495, 8-13=-421/845, 9.13_ 468/391 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsh h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated 5) This truss has been designed for a 10.0 psi 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) o1 truss to bearing plate capable of withstanding 447 lb uplift at joint 2 and 447 lb uplift at joint 10. 8) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNWO - Verfry dufgn paramefere and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MIF7473 rev. ION. wss BEFORE USE. Design valid for use only wpm Mgek®conneclors. Ih1s design Is based only upon parameters shown, and Is form Individual "ding component, not a floss system. Before use, the building designer must verity the appliealNlly, of design parceinolets and property Incorporate this design Into the overall lx&dthg design. Biochg Indicated Is to prevent Lwckltlg of Individual truss web ond/a chord members orgy. Additional temporary and pennment bracing MOW Is always regLed for stability and to prevent collapse with possible personal In1ury and properly dranage. For general guidance regarding the fabrication sfacge, delivery, erection and bracing of trusses and tints systems. seeANSI/rlel I Quality Criteria, OSB-89 and 11051 Bullding Component 6904 Parke Ease Blvd. Safety Information avallabie from truss Rate Institute. 218 N. Lee Street, Suito 312. Alexmdrkt VA 22314. Tanga. FL 33610 Job Truss russ ype Qty Tt2304319 W PO202 TOS Hip 1 1 IWPO202JobReference o uonal Budders FirstSoume, Tampa, Plant Coy. Fonda 33666 7 640 s Aug 16 2017 MTek Industries. Inc. Thu Oct 19 09:13:45 2017 Page I ID:AeAoATVyRAFF5lmF42W41SypZaV-kT7N8KOoLK8TY30bJz571 z50?5Wh17gyOHg2dyRvVq 1-0 7.3.14 144-0 19$-11 25-1.5 30.8-0 37.4.2 44.8.0 -8 O 7.3-ta 8 8.2 5.6.11 5 6.11 6-6.11 6.8-2 7.3-14 5.00 12 5x6 = 30 = 6 3x4 = 3x6 = 5x6 = 9 Scale = 1:80.1 3x8 = 20 19 le 21 22 1r 23 24 lb 15 14 3X8 = 2x4 II 30 =4x6 = 30 = 4x6 =3x8 = 20 11 7.3.14 6.8.2 8-4-0 8.4-0 6-8-2 7.3.14 ' Plate Offsets (XY)- f2:0.4-2.0-1.81,f5:0.3-0.0-2-41,19:0.3.0,0.2-41,112:0-4-2.0-1-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.33 15-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert( I-) -0.81 15-17 >649 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.81 Horz(rL) 0.27 12 rVa rVa BCDL 10.0 Code FBC2014fFP12007 Matrix) Weight: 227lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' 16-18: 2x4 SP No.1 WEBS 20 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 2=1700/0-8.0, 12=1700/0-8-0 Max Horz 2=-87(LC 13) Max Upllft2=-427(LC 8), 12=-427(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-3550/2078, 3-4=-2924/1750, 4.5=-2846/1769, 5.6=-2646/1707, 6.7=-3045/1913, 7.8=•3045/1913, 8.9=-2646/1707, 9.10= 2846/1769, 10-11=-2924/1750, 11-12=-3550/2078 BOT CHORD 2.20=-1771/3186, 19-20=-1771/3186, 18.19=-1553/3005, 18.21=-I553/3005, 21.22- 1553/3005, 17.22=4553/3005, 17.23_ 1553/3005, 23-24=-1553/3005, 16-24=-1553/3005, 15-16- 1553/3005, 14-15= 1784/3186, 12-14=-1784/3186 WEBS 3.20=0/285, 3-19= 621/504, 5-19=-4011793, 6-19=-658/326, 8.15=-658/326, 9-15=401/793, 11.15=-621/504, 11-14=0/285 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpf=0.18; MW FRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 (all by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 427 lb uplift at joint 2 and 427 lb uplift at joint 12. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' WARNING . Verity design parameters and READ NOTES ON THIS AND INCLUDED MR'EK REFERANCE PAGE 10-7473 rev. IONMIS BEFORE USE. Design valid lot use only with Mnok® connectors. Ills design is lased orgy upon parameters shown. and Is for an Individual Ixddtrtg component. not a truss system. Before use. the txLding designer must verity the apppkabtlity or design paaamoters and Ixopedy Incorporate this design Into the overall txulldrlg design. Bracing Indicated is to prevent tucldOlg of Individual Inns web arWot chord members only. Additional temporary and permanent tracing M!Tek' Is always required tot slahg9y and to prevent collapse with posWe personal " and ptopeny damage. For general gldalee regarding the ftaxkatkxt, stotago. ddNory, erection and tracing of muses and truss systems, seoANSI/IPI I Guallry Criteria. DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from truss Rate Institute. 218 N. Lee Street. Sidle 312. Alexandria. VA 22314 Tarrpa, FL 33610 Job •uns Truss Type ty T12304320 W PO202 1,.0,6 Hip 1 t IWPO202JobReference (optional) ewsasts resisource. ianpa, riam esy, r-ronaa J;s000 , -. -v ,. V„ -.., ,=...ro.. , ,,, cv. W. , ID:AeAoATVyRAFF5lmF42W 4ISypZgp-CENLf 1 R6dGK9DznsgcMrBVFIPUMOHszA2I Nb3yRvVp 1-0-0 8.3-14 16-0.0 i 22.4-0 288•o 36.4.2 4d8•o 45.8-0 3-14 78.2 6.4-0 6d-0 78.2 8.314 5.00112 Sx8 = 20 II Sx8 = Scale = 1:80.1 3x8 = 16 15 14 - 13 12 3x8 = 2x4 11 5x8 = 3x8 = 5x8 = 2x4 II 83.14 16-00 22-4-0 2e8-0 36.4.2 4a8-0 fl•3-1d 7.9.2 6-4-0 6.4-0 { 78-2 8.3-14 Plate Offsets MY)-- 12:0-4-2 0-1-8) (5:0-5-12 0.2.81.r7:0-5-12.0-2-81,110:0-4.2,0-1-81.r13:0-4-0.0-3-01,r15:0-4.0.0.3.01 LOADING (psi) SPACING- 2.0.0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Ven(LL) 0.28 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Ven(TL) -0 64 14-15 >830 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.33 Horz(TL) 0.24 10 n/a Iva BCOL 10.0 Code FBC2014lrP12007 Matrix) Weight: 229 lb Fr = 20% LUMBER - TOP CHORD 2x4 SP No.t •Except 5-7: 2x4 SP No.2 BOT CHORD 20 SP No.1 'Except 13.15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1700/0-8.0, 10=1700/0-8-0 Max Horz2=-99(LC 13) Max Uplift2=-41 O(LC 12), 10=41 O(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4.6.0 oc bracing. WEBS 1 Row at midpt 3.15, 9.13 FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-3519/2076, 3.4=-2759/1681, 4-5=-2669/1703, 5-6=-2698/1779, 6-7=-2698/1779, 7-8=-2669/1703, 8-9- 2759/1681, 9.10=-3519/2076 BOT CHORD 2-16=-1762/3154, 15.16=-1762/3154, 15-17=-1225/2472, 14.17=-1225/2472, 14.18=-1227/2472, 13-18=-1227/2472, 12.13=-1773/3154, 10.12=-1773/3154 WEBS 3-16=0/344, 3-15=-766/603, 5.15_ 201/505, 5-14=-191/495, 6.14=-378/310, 7-14- 191/495, 7-13_ 201/505, 9-13=-766/603, 9.12=0/344 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10 0 psi 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 (all by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 410 lb uplift at joint 2 and 410 lb uplift at joint 10. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' WARNING - Vid/y design parameters, and READ NOTES ON THIS AND MCLUDED MIrEK R£F£RANCE PAGE MX7473 rev. I&SIW 1S BEFORE USE Design valid for use orgy wllh Milek®conrneclota. Ms design is twsed only upon roiameters shown. and Is for an I ndlvtdual LxAdlrng component, nor a buss system. Bofoto use. the Ixrildirng designer must verity Iho apolcablilly of design rwrai peters and Ixopody Incotroiate this design Into the ovoiall building design. Bracing Indlcaled Is to txrclding of mndMdual muss web and/or chord members only. Additional fom"ary and permanent Ixacmng MiTek' Ixovent Is ahoays ieq&ed for stability as to rxovonl coitapse with possible personal "" and property damage. For general guidance regarding the kxxiballon, storage. delivery. erection and bracing of hussos as Imrss systems seeANSI/IPI I GuraGty, Criteria, OS"9 and SCSI Building Component 6904 Perks East Blvd. Safety Information avaltable mom Truss Plate lnsillule. 218 N. Lee Street. Suite 312. Alexandrta. VA 22314. Taupe, FL 33610 Job russ rusS Type ty T12304321 W PO202 1:07 Hip 1 1 IWPO202JobReference o Lionel tsumers raeusource. I amps, ruant day, rronaa s000 r o+v s nuy w -y r m. roa =.a.....we....- ,,,u — .. ire.,,..+. 4.., r r..ye . ID:AeAoATVyRAFF5lmF42W41SypZgj•gsF7M13txOBnNY 007bOP2T9pnA9ew7Pimx7WyRvVo 14 6.54 12.2.10 18-0.0 224'0 26.8-0 32-5.6 38-2•t3 44.8-0 6-5.3 5 9 6 5-9.6 4.41 4.4-0 5.9.6 S. 5.00 j 12 Sx8 = Sx6 = Scale = 1:80 1 3x8 = — 16 15 _ 3x8 = 30 = 06 = 3x4 = 3x8 = 4x6 30 = 93.14 18-0-0 2"-0 35.4.2 44.8.0 a.s 1a a.9.2 a-a-o 8-8-2 9-3-14 Plate Offsets MY)- 12:0.4-2 0.1-81.14:0-3-O.Edgel.(6:0-5-4,0-2.41.f7:0.3-0.0-2-41.(9:0-3-O.Edael,111:0-4.2.0-1-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.33 15-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.76 15-16 >692 180 BCLL . 0.0 ' Rep Stress Incr YES WB 0.73 Horz(fL) 0.23 11 n/a n/a BCOL 10.0 Code FBC2014/rP12007 Matrix) Weight: 229 lb FT = 20% LUMBER - TOP CHORD 20 SP No.2 *Except' 6-7: 20 SP M 31 BOT CHORD 2x4 SP No.1 'Except' 14-17: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1700/0-8-0, 11=1700/0.8-0 Max Horz 2=-11 O(LC 13) Max Uplif12=-425(LC 12), 11— 425(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4.2 oc purlins. BOT CHORD Rigid ceiling directly applied or 4.6-6 oc bracing. WEBS 1 Row atmidpt 6.15 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown TOP CHORD 2-3=-3513/2140, 3.4=-3283/2009, 4-5=-3209/2018, 5.6=-2555/1654, 6-7=-2316/1594, 7.8=-2556/1654, 8-9=-3209/2018, 9-10=-3283/2008, 10-11=-3513/2140 BOT CHORD 2-18=-1835/3169, 17-18=-1501/2765, 16.17_ 1501/2765, 16-19=-1121/2315, 15-19=-1121/2315, 14-15=-1505/2765, 13-14=-1505/2765, 11-13=-1848/3169 WEBS 3-16=-273/330, 5.18=-195/477, 5-16=-613/513, 6-16=-284/610, 7.15=-283/602, 8- 1 5=-612/512, 8-13=-195/477. 10-13=-273/330 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf: BCDL=3.Opsf; h=15ft: Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Exterior(2) zone:C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 425 lb uplift at joint 2 and 425 lb uplift at joint 11. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the (wilding designer per ANSI TPI 1 as referenced by the building code.' A WARNING - Verily design pantmaters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIN4T3 rov. IQiV"IS BEFORE USE DesIW1 valld tar tore ordy wtlh Mllek0 connectors This design a bosad only upon paamelers shown, arxt Is for an hd A kxi b tddktg component, not a truce system. Before use. the building designer must verity the appllcatAlty of design parameters and properly Incorporate this design Into the overall txgdhg design. Bracing Indicated Is to budding of Individual truss web and/or chord members only. Addillorwl temporary and permanent broctng M iTek' prevent Is always required lot stctbtilty and to prevent collapse wllh possible porsord9 Iryuay and property damage. For genwral gull nce regarding the fabrlcalim slorago. delivery, erection cxnd bradklg of (muses and tnrss systems see.ANSI/TPI I Quality Criteria, DSB-89 and SCSI ButildIN Component 6904 Parke East Blvd. Safety Information avallabrle from truss Rate Institute. 218 N. Leo Street. Sudle 312. Alexandria. VA 22314. Tampa. FL 33610 Job I russ russ I ype Oly Ply Tt2304322 WPO202 T08 Hip 1 tI IWPO" 2 Job Reference o honal Builders FirstSoutce. Tampa. Plant City. Florida 33666 7 640 a Aug 16 2017 MTek Industries. IOC Tru 00 19 09 13 48 2017 Page 1 10:AeAoATVyRAFF5lmF42W41SypZgi-82pVmL2heFW2PX6A 5fgwcbag05xu98GeMWUfyyRvVn 1-0 7.1.3 136.10 20-0.0 24.8-0 31-1.8 37.6.13 a4-s-0 7.1.3 6-5.6 6.5.6 4.8-0 6.5.6 6-5.6 7.1.3 Sx6 = Stiff = Scale = 1:80.1 Iq 0 3x8 = to to I 16 4u 15 11 n w 3x8 = 3x4 = 5x6 W8= US = 30 = Sx6 W8= 30 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(L-) -0.41 13-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Ven(TL) -0.96 13-15 >549 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.47 Horz(TL) 0.23 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 238 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing, Except: 14.17: 2x4 SP No.2 5.10-6 oc bracing: 15-16. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5.16, 7.16, 8-15 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1700/0.8.0, 11=1700/0-8-0 Max Horz2=-122(LC 17) Max Uplift2=-439(LC 12). 11=-439(LC 13) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3487/2146, 3-4=-3224/1986, 4-5=-3101/2005, 5-6=-2373/1582, 6-7=-2132/1528, 7-8=-2372J1581, 8-9=-3101/2005, 9.10=-3224/1986, 10-11=-3487/2146 BOT CHORD 2-18=-1836/3145, 18.19=-1451/2669, 17-19=-1451/2669. 16-17=-1451/2669. 16-20=-1006/2131, 15-20_ 1006/2131, 14-15=-1454/2669, 14.21_ 1454/2669, 13-21 =- 1454/2669, 11-13=-1647/3145 WEBS 3-18= 321/377, 5-18- 223/562, 5-16=-728/599, 6-16= 349/639, 7.15=-350/658, 8.15=-729/600, 8-13=-223/563, 10-13=-321/376 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsf; h=15f1; Cat. 11; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members, with SCOL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 439 lb uplift at joint 2 and 439 lb uplift at joint 11. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' 0 WARNING - Wdly design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIF7473 rev. I&SW 0I5 BEFORE USE. Design valid for use only wtm Weir*connectots. This design Is based only Mm t"anelers shown. ant Is for an Individual binding component. not a truss system. Before use. the building designer must verity the agxkeabl,ty of design rxaanetois and pop ally lncorpwralo this design Into the over., rrn.ng design. Bracing Indicated Is to pxovent buckling of BxlNlduad truss web and/or chard membeis only. Additional temporary and permanent bracing M iTek' is always tec"ed fa stabalty and to prevent colt ixe wllh possible personal"and! property danage. For genetal gtAclance regarding the fab ricatkrn, storage, delivery, otocllon and bracing of tresses and Intm systems soeANSI/tPl I Quality Criterla. DS949 and SCSI Building Component 6904 Parke East Blvd Safety Information available horn peas Rate InsOMe. 218 N. Lee Street. Suite 312. Aloxandtla. VA 22314. Tampa. FL 33610 Job Truss puss ype ry T12304323 WPO202 T09 Hip t 1 IWPO202JobReference (optional) BOOM 1.1tst5outce, I amps, plant Gay. MWIGa 33566 1.540 s Aup 16 201 r Mt l eK lnausines. lnc, t nu ucl 10 0e:13 4e 201 r rape 1 ID:AeAoATVyRAFF51mF42W41SypZg1-cENuzh3JPYevOghMYpA3Tg7mucR dYyOtOFIBOyRvVm 224.0 1 7.9.3 14.10-10 noo 2944 31L1P13 u•e-0 S 7•9.3 7.1.0 7.14 1I4 7.14 74.3 w-0 Scale = 1:79.7 Sx6 1. 3x6 = 5.00 j 12 679 3x6 = 20 19 ,a` 17 " 10 15 14 3x6 = 2x4 II 4x6 = 3x6 = 30 = 30 = 4x6 = 2x4 II n4-0 74.9 14.10.10 22-0-0 n 2944 961G13 44.0-0 743 7.1.6 7-1-67-1-6V 74.3 run Plate Offsets (KY)-- 12:0.4-2.0-1-81.16:0-3-0.0-0-101.18:0-3-0,0-2-41,(12:0-4-2,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.29 15-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 099 Ven(TL) -0.70 15-17 >754 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.76 Horz(TL) 0.26 12 n/a We BCDL 10.0 Code FBC2014/rP12007 Matrix) Weight: 232 lb Fr = 20% LUMBER - TOP CHORD 20 SP No.2 'Except' 1-4.10-13: 2x4 SP No.1 SOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD Rigid celling directly applied or 2.2.0 oc bracing. WEBS 1 Row atmidpt 5.17, 9-17, 7-17 REACTIONS. (lb/size) 2=170010-8-0, 12=1700/0.8-0 Max Horz2=133(LC 16) Max UpIIft2=-452(LC 12), 12=-452(LC 13) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3529/2144, 3-4=-2875/1822, 4.5=-2742/1843, 5.6=-2184/1505, 6.7=-1941/1460, 7. 8=-1941/1460, 8-9=-2184/1505, 9.10=-2742/1843, 10.11=-2875/1822, 11. 12=-3529/2144 BOTCHORD 2-20=-1626/3163, 19-20=-1826/3163, 16-19=-1384/2565, 18-21=-1364/2585, 17- 21=-1384/2565, 17-22=-1385/2585, 16-22=-1385/2585, 15-16=-1385/2585, 14. 15=-1838/3163, 12-14=-1838/3163 WEBS 3-20=0/308, 3.19=-648/498, 5-19_ 160/482, 5-17=-860/649, 9-17= 860/649, 9- 15=-160/482, 11-15=-648/498, 11-14=0/308, 7-17=-789/1235 NOTES- ( 8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: VUI1=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf: h=151t: Cat, 11; Exp C; Encl.. GCpi=O 18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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 lot a live load of 20.0psl 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. 6) Piovide,mechanical connection (by others) of truss to bearing plate capable of withstanding 452lb uplift at joint 2 and 452 lb uplift at joint 12. 7) ' Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) ' This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Verity design pammefere and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev. (GUMS BEFORE USE Design vaild for use only Win MllekO connoclols. Itch design Is based only upon paiainelors shown, and Is lot an Wt*kual Lxwing component, not a truss systom. Below use. the building dosignat roust verify the appllcabllry or design paiarnefets and popetly Incorporate Ihft design Into the overall blIDalng design. Bracing Indicated Is to pevenl buckling of Individual fora web and/ot chord members only. Adclilonal leinr"ary and permanent tracing MiTek' is always requited lot stability and to pevent collapse with possmle petsonal"and poperty danage. For general guidance regatcling the labrlcotbn, stdxage, delivery, etection and btacklg of trusses and fora syslems. seeANSUrPI I Cuallly Criteria, DSB-69 and BCSI BuU tg Component 6904 Parke East Blvd. Safety information available nom fnm Rate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Jobruss russ Type ty T12304324 W PO202 IT t0 Nip 1 1 IWPO202JobReference (optional) aurrdere v a ye ID:AeAoATVyRAFF5lmF42W 41SypZgj-4OxGB 14xAsmlegGZSW hl? 1 gwgOncMyMZ5g?bkgyRvVl 7.3t0 13t1.7 20.7.4 22-024.412. 3P8.9 37.4.E 44.6.0 4S8.0 0- 7.310 67.13 6.7.13 1.0-t2 td 12 ' 6.7.13 67•t3 7.3.10 1.Od 5.00 f 12 5x8 :r- 3x6 II 5x8 Scale - 1.80.1 3x8 = 20 19 ' a n 17 zz r0 15 14 3x8 = 2x4 II 30 = 4x6 = 3x8 = 44 = 30 = 2x4 II 7.310 13.11.7 73t0 6.7.13 ZO.7 ,n•4.O 67.13 z4.0.12, 1•&12 1-&12 349.9 6.7.13 37.4-u 6-7.13 44•5-U 7.3•t0 t Plate Offsets MY)— 12:0-4-2,0-1-81,14:0.3.0,Edgel.r6:0-4-9.0-2-61.(8:0.4-9,0-2.61,110:0-3•o.Edge).112:0-4-2,0-1-81 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in (toc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.84 Ven(LL) 0.36 17 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Ven(TL) 0.90 17-19 589 180 BCLL 0.0 ' Rep Stress Incr YES WS 0.94 Horz(TL) 0.28 12 We We BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 229 lb FT = 20% LUMBER - TOP CHORD 2x4 SP N0.2 'Except' 6-8: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row atmidpt 5.17.9-17 REACTIONS. (Ib/size) 2=1700/0.8.0, 12=1700/0-8-0 Max Horz2=125(LC 12) Max Uplift2=-443(LC 12), 12=-443(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-3546/2141, 3-4=-2946/1844, 4-5=-2874/1863, 5-6=-2222/1497, 6-7=-1989/1452, 7-8=-1989/1452, 6-9=-2222/1497, 9.10=-2874/1863, 10-11=-2946/1844, 11-12=-3546/2141 BOTCHORO 2-20_ 1827/3161, 19-20=-1827/3181, 18-19=-1419/2653, 16-21=-1419/2653, 17-21=-1419/2653, 17-22=-1421/2653, 16-22= 1421/2653, 15-16=-1421/2653, 14-15=-1840/3181, 12.14=-1840/3161 WEBS 3.20=0/277, 3.19=-583/461, 5-19=-146/479, 5-17=-848/618, 9-17— 846/618, 9-15=-146/479, 11-15=-583/461, 11.14=0/277, 7-17=-654/1102 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0psi; h=15ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load norlconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psi on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCOL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 443 lb uplift at joint 2 and 4431b uplift at joint 12. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' A WARNING- Vedly design perelnsters and READ NOTES ON THIS AND INCLUOEO MI EK REFERANCE PAGE 11111-7473 rev. rd MIS BEFORE USE Design volkl for use only Win hCelc 9 connectors. Ills deslgn Is based orgy upon parameters shown. and Is lot on hdlNdial buldln0 component, nor o buss system. Before use, the Widing designer must verity the oWilcabflily of deskpt parameters and Ixoperly Incorporale his design Into the overdl txAdrlg design. Bracing Indicated Is to reveni nuckiing of Individual truss web and/or chord mamtmis orgy. Additional temporary anal permanent txo:ing MiTek' is always teWred fa slat4ity, aryl to prevent collarxe with poss0xe petsonai Injury and rxoperty damage. For general guidance regarding the Iallxk7otbn, storage, dellvery, erection and txocing of titmes and truss systems. seeANSI/IPI I QuaBty Criteria, DSB-89 and SCSI Building Component 6904 Perk& East Blvd. Safety Information avalic"e Item truss Prato Institute. 218 N We Street. Suite 312. Alexandria. VA 22314. Tenpa. FL 33610 Job Fruss Truss Type oty ply T12304325 W PO202 Ti i Hip t 1 IWPO202JobReference (optional) CWaea t-Kstsource. I ernpa, ram Losy, i-ionisa 33bee r e4u s Aug to rut r mu sK mausmes. ins i nu t,rct tw ua:rs bt esrt r regal ID:AeAoATVyRAFF5lmF42W 41SypZgj•YdVeON5ZxAucG__rltDCXYFD5zO8K5RNiKKkSGHyRvVk 1-0 6.7.10 12.7.7 18.7d 26-0.12 32-0.9 38-06 44.8-0 4 6.7.10 S 1t-13 5-11.13 7.5 8 S 11.13 5 11.13 6 7.to 5x6 = 5.00 12 Sx8 = Scale = 1:80.1 3x8 = le 19 20 17 t6 21 15 14 22 23 13 axe = 3x4 = 4x6 = 3x8 = 3x4 = 4x6 = 3x4 = 9.7-0 18.7.4 26-0.12 35.0.E 44-" ala at 1." 7-S A all-111 4.711 Plate Offsets (KY)-- 2:0.4.2.0.1-81.(4:0.3-O.Edael.f6:0-3.0.0.2-41.(7:0-5-12.0-2.81.f9:0-3.O.EdAel.(11:0.4-2.0.1-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. In (hoc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Ven(LL) -0.32 16-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Ven(TL) -0.77 13.15 >687 180 BCLL 0.0 ' Rep Stress Incr YES WS 0.82 Horz(TL) 0.23 11 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 231 lb FT = 20°b LUMBER - TOP CHORD 2x4 SP No.2 'Except' 6-7: 2x4 SP No.1 BOT CHORD 2x4 SP No.I 'Except' 14.17: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2.2.0 oc bracing. WEBS 1 Row at midpt 7-16 REACTIONS. (Ib/size) 2=1700/0-8-0, 11=1700/0-8-0 Max Horz2=-114(LC 17) Max Uplift2=-430(LC 12), 11=-430(LC 13) FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3506/2142, 3-4=-3266/2004, 4-5=-3196/2014, 5-6=-2499/1632, 6-7=-2258/1574, 7-8=-2498/1632, 8-9=-3197/2014, 9-10=-3266/2004, 10-11= 3506/2142 BOT CHORD 2-18=-1836/3162, 18-19=-1486/2736, 19-20 1486/2736, 17.20=-1486/2736, 16.17— 1486/2736, 16.21=•1086/2257, 15-21_ 1086/2257, 14-15=-1490/2736, 14-22— 1490/2736, 22-23— 1490/2736, 13-23=-1490/2736, 11.13=-1848/3162 WEBS 3-18=-287/344, 5-18=-202/506, 5-16=-651/541, 6.16=-305/617, 7.15=-306/653, 8-15=-652/541, 8-13_ 203/506, 10-13=-287/344 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15fl; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 430lb uplift at joint 2 and 430 lb uplift at joint 11. 7)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this buss. 8) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' A WARNING . Vodfy design pwanrenn and READ NOTES ON THIS AND INCLUDED MrrrK REFERANCE PAGE M/F7473 rev. 10,V"IS BEFORE USE. Design valid for use only Will MBek* connectors this design Is Lased only upon rxaamelers shown. and is for an I ndlvldRtl building component. not wtabusssystem. Botote use, the bWdng designer must verify the alxtlicabBity of design paamotets and Ixopedy Incorporate this design Into tho overall tx>Octrng design. Bracing Indicoled Is to Ixovont budding or InclWLKil mra web and/oi chord members only. Additional ternpotary end pemianenl Ixacln0 MiTek' Is always tet6lred tot stability and to prevent collapse with possible persorx9"and rxopeny damage. lot gerarat g lcicnce regetdfrngr file fabricatlon, storage, dellvety, erection and bracing or tnsses and truss systems soeANSifrN I GttallrY Cdterla. OSS-89 and SCSI Building Component 6904 Parke East Blvd Safely Information ovallafxe from truss Wale Ins01u1o. 218 N. lee Street. Sulle 312. Alexandria. VA 22314. Tempo. FL 33610 Job Truss TrUSS Type oty Ply T72304326 W PO202 T 12 HIP t II IWPO202JobReference(optional) suaaere 1•anbource, I atlpa. rmnt cay. i-woo wsbbb ..wv s nv9 rib —r i war — mvusmes, mc. arc... vim. w arc cv . i r.w. . ID:AeAoATVyRAFF51mF42W41Sypzgj-Ip2Ocl5Bi7OTt8OxOxjmMJCgTkgxrs2zUrojyRvVj 1-0 61.3 116.10 17-0-0 22.4.0 276-0 33.1-6 36.613 44.8-0 0 61-3 5-56 5.56 5.4.0 S-40 5-56 55-6 6.1.3 5.00 F12 Sx6 = 30 = 5x6 = Scale = 1:80.1 ty 0 3x8 = 10 10 17 — — 16 3KS = 30 = 4x6 = 3x6 = 3x8 = 4x6 = 30 = 6•&14 17.0.0 22.4-0 i 276-0 35-10-2 446-0 axle a-2.2 54-0 8-2.2 &914 Plate offsets (Y Y)-- i2:0-4-2.0-1-81,16:0-3-0.0-2-41, r8:0-3-0,0.2-41, (12.0-4-2.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. OEFL. In (lot) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.53 16-17 >996 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(I-L) -1.17 16-17 >453 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.62 Horz(fL) 0.25 12 We n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 234 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 *Except' 15-18: 20 SP No.1 WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=170010-8-0, 12=1700/0.8.0 Max Horz2=-104(LC 13) Max Uplifl2=-418(LC 12), 12— 418(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied or 2.4.8 oc puffins. BOT CHORD Rlgid ceiling directly applied or 2-2-0 oc bracing. WEBS i Row atnildpt 7.17, 7.16 FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2.3=-3519/2133, 3.4= 3309/2016, 4-5=-3205/2025, 5.6=-2643/1681, 6-7=-2397/1613, 7. 8=•2397/1613, 8-9=-2643/1681, 9-10=-3205/2025, 10-11=-3309/2016, 11- 12=-3519/2133 BOT CHORD 2-19=-1831/3174, 18-19=-1530/2820, 17-18=-1530/2820, 17-20=-1263/2509, 20- 21_ 1263/2509, 16-21=-1263/2509, 15.16=-1535/2820, 14-15=-1535/2820, 12- 14=-1845/3174 WEBS 3-19=-240/298, 5-19=-177/420, 5-17_ 584/499, 6-17— 402/727, 7.17=-356/167, 7- 16=-356/167, 8.16=-402/727, 9-16=-584/498, 9-14=-177/420, 11.14=-240/298 NOTES- ( 8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VU11=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3.Opsf; h=15fh Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exlerior(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10 0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 418 lb uplift at joint 2 and 418 lb uplift at joint 12. 7) ' Semi -rigid piichbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) ' This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' A WARNING - Verily design penmeten and READ NOTES ON T1fIS AND INCLUDED MREK REFERANCE PAGE UX7473 rev. 1W3ft fS BEFORE USE. DeOgn valkl lot use only Win Mftek® Connectors. Inls design Is Erased only upon paanelers shown. and Is for an Individual! IxAding component, not a truss system. Before use, 1W Ixlldlrlg designer must verity the q)plbalAlty of design paametors and ixopetty lncorporale this design Into the ovoid, IxAdng design. (Noting Indicated Is to fxevent Midding of individual truss web and/or chard members only. Additional lempaay and permanent txocllg WOW Is always teyrlred for slahlllly and to prevent collapse with possible petsoncd trlrey and properly damage. For general guidance regarding the 6904 Parke East Blvd. kttxtcotbn, storage, delivery, erection arkl txacllg of trusses and Inns systems, seeANSI/IPI I Quality Criteria, DSS-69 and SCSI Sullding Component Tampa. FL 33610 SafetyInformationavallabtofromtrussPlateInstitute. 218 N. Lee Street, Suito 312, Aloxadda. VA 22314 Job russ puss ype ty T12304327 W P0202 T 13 Hip I 1 IWPO202JobReference(optional) oudoaO Fa8150aree. iarl4a, rtant Gay, hronae jiboa r e4U 8 Aug le ZUl / MI I eK Inausirms. Inc. I nu t lr UV 13 aJ"1 / rage r ID:AeAoAT VyRAFF51mF42W 4ISypZgj-V?c0p36gTn8KVl?BneE?dglPiEokZK W?ndDFK9yRvVi 1-0 7.9-t4 15.0-0 22.4-0 29.8-0 36.162 44.8-0 8HO7.9.14 7.2.2 7-4-0 7.4-0 7.2.2 7.9.14 5.00 12 5x6 = 3x8 = 5x6 = Scale = 1:80.1 US = 18 1716 19 15 zo 1413 12 3x8 = 2x4 II 4x6 = 3x8 = 2x4 II 3x8 = 4x6 = 2x4 11 7.9.14 15-0-0 224-0 29.8 0 3610.2 44-8-0 r 7-a-ld N.9 7-d-0 -INN 7.2-2 7.0-14 Plate Offsets (XY)-- 2:0-4-2,0-1-81,r5:0-3-0.0.2-41,17:0-3.0.0.2-41.110:0-4-2.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. OEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.32 15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.76 13-15 >697 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.85 Horz(rL) 0.27 10 rVa rVa BCDL 10.0 Code FBC2014/rP12007 Matrix) Weight: 226 lb FT = 20% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1700/0-8.0, 10=1700/O.8-0 Max Horz 2=-93(LC 17) Max Upli112=-417(LC 8). 10=-417(LC 9) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2.0 oc bracing. WEBS 1 Row at midpt 6-17, 6-13 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3535/2077, 3.4=-2844/1717, 4-5=-2761/1738, 5.6=-2564/1681, 6.7=-2564/1681, 7-8=-2761/1738, 8-9=-2844/1717, 9-10=-3535/2077 BOT CHORD 2-18=-1767/3170, 17-18=-1767/3170, 16-17=-1474/2895, 16.19=-1474/2895. 15-19=-1474/2895, 15-20=-1474/2895, 14.20=-1474/2895, 13-14— 1474/2895, 12.13=-1778/3170, 10.12=-1778/3170 WEBS 3-18=0/315, 3-17=-691/551, 5-17=-347/717, 7-13=-347/717, 9-13_ 691/551, 9-12=0/315, 6-17=-611/255, 6-15=0/344, 6-13=-611/255 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=3.Opsf: h=151t: Cat. 11: Exp C; Encl., GCpi=0.18: MW FRS (envelope) and C-C Exterior(2) zone,C-C for members and forces & MW FRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = I0.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 417 lb uplift at joint 2 and 417 lb uplift at joint 10. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was'used in the analysis and design of this truss. 8) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Verfry daaryn parameters and READ NOTES ON THIS AND INCLUDED MrIEK REFERANCE PAGE MX7473 rev. 14193MIS BEFORE USE Design vatkl la use only with Milek® connectors. This design Is based only upon parameters stnown. and Is lot an Inc9NW al building component, ltel a truss system. Before use. the building designer must verity the ar olcalllly of design poramolois and rxoperly Incorporate this design Into the ovotoll building design. Bracing Indicated Is to prevent buckling of IndNklual truss web and/ot chord members orgy. Additional temporary and permanent btocing M iTek' is always tequlied for sta filly and to prevent collapse wllh posd*j personal k*jry and rxopedy damage. For gonefal guidance fegarding the 6904 Parke East Blvdfabrication, storage, delivery, erection and bracing of trusses and truss systems seeANSIfFPI I Quality Criteria. OSS-89 and BCSI Building Component Tanga. FL 33610SafetyInformationava6rlxelearnbrasPlateInstitute. 218 N. tee Street. Suite 312. Alexandria, VA 22314. Job fuss Iruss lype uty my T12304328 WPO202 1:14 Hip tI IWPO202tIJobReference linnet Sunders Fustsource, rortpa. rem cay, roonaa jubbb y . 9 SypZgl-V?cOp36gTn8KV1?8neE?d IU9E uZOI?ndDFK RvViID:AeAoATV RAfF51mf42W41 g p 9Y 1-0 6.9.14 13-0-0 19.2.11 25.6.6 31.8-0 37.10.2 44.8-0 -8 6 9.14 6.2.2 6.2-11 6 2.11 6 2.11 6-2.2 6 9.14 -0 30 = 5x6 = 4x6 = 3x4 = 6x6 = SM171-0 Scale = 1:78.7 3x8 = 18 17 . o ,o - " 13 12 3x8 = 2x4 II 3x8 = 4x6 = 30 = 4x6 = 3x8 = 2x4 II 6.9-14 13-0-0 1 22.4-0 I 31.8-0 I 37.10.2 i 44.8-0 6-9-14 Plate Offsets (XY)-- 6-2.2 9.4V - e•4v o-zz o-o-w 12.0.4-2 0.1.81 14.0-3-0 0.2.41 f6.0.3-0 Edged 18.0-3.0 0.2.41 f10:0-4-2 0-1-81 LOADING (psi) SPACING- 2-0-0 CS1. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Ven(LL) -0.36 15-17 >999 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.92 15-17 >573 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.49 Horz(TL) 0.27 10 n/a rVa BCOL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 224 lb FT = 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 'Except' 14.16' 2x4 SP No.I WEBS 2x4 SP No.3 REACTIONS. (Ib/Slze) 2=1700/0-8-0, 10=1700/0-8-0 Max Horz 2=-81(LC 13) Max Uplift2=-437(LC 8). 10=-437(LC 9) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-3-2 oc pudins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row atnlidpt 5-17.7.13 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-3560/2076, 3.4=•3008/1802, 4.5=-2733/1734, 5.6=-3281/2019, 6-7=-3281/2019, 7-8=-2733/1734, 8-9=-3008/1802, 9-10=-3560/2076 BOT CHORD 2.18- 1773/3196, 17-18=-1773/3196, 16-17=-1688/3226, 16-19=-1688/3226, 19-20=-1688/3226, 15.20- 1688/3226, 15.21=-1689/3226, 21-22=-1689/3226. 14-22=-1689/3226, 13-14=-1689/3226, 12-13=-1787/3196, 10-12=-1787/3196 WEBS 3-17=-540/452, 4-17=-413/824, 5-17=-782/409, 7.13=-782/409, 8-13- 413/824, 9.13=-540/451 NOTES- (8) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCOL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 437 lb uplift at joint 2 and 437 lb uplift at joint 10. 7) 'Semi -rigid pltchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' WARNING- Verily design panunetere and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGEW7473 rev. faVIWI5 BEFORE USE. Design valid too use only vAth Ivlltek/9 connectoos lnls design is based only upon patamelers shown, and Is too an Individual "ding component, not a truss system Before use, tho building designer rnusl verity the applicability of design paranelets Good poopetly Incofpwote ink design Into the overall building design. Racing IMicalod Is to txovem buckling of Individual truss web and/or chord members only. AddOoral lempofary and permanent Ixoctng WOW Is always recBdred kx stability and to prevenl collapse wllh p053B)le personal tnjnd cnd pooped dnnage. Fa general gUdance oogcuding the fabk:allon. sloroge, de9very, ereclkln ctnd brocng of trusses and tans systems. seoANSI/TPI I Quality Criteria, DS11-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information ava9able horn Uuss Rate Institute, 218 N. Lee Skeet. Sdte 312. Alexandria VA 22314. Tampa, FL 33610 fLISS rus5 type epi T12304329 W P0202 T t 5 Htp july1 IWPO2021IJobReference(optional) Builders FkstSource, Tartpa. Plant City, Florida 33566 7 640 It Aug 16 2017 Wok Industries. Inc. Thu Oct 19 09:13:54 2017 Page I ID:AeAoATVyRAFF51mF42W41SypZgf-zCAnt P7SE5GB7SaKKMIEAIrcZd8YImg90HzotcyRvVh 1-0 5.9 14 11 0-0 16.7.4 26.0.12 33 8.0 3B-t0.2 44 8-0 8 5•&14 5-2.2 7.7.4 7-5.8 7.7.4 5.2.2 5.9-14 Scale = 1:78.7 5x8 - 2x4 II 4x6 = 3x8 = 5x617.7 a US = 19 18 17 16 15 14 13 12 3x8 = 20 II 30 = 4x6 = Sx8 = 2x4 II 5x6 WB= 3x8 = 20 II LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2.0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.85 BC 0.96 WB 0.91 Matrix) DEFL. In (loc) Well Ud V@n(LL) -0.40 15-16 >999 240 Ven(fL) -0.97 15-16 >546 180 Horz(TL) 0.30 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 226 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 4-6: 2x4 SP M 31, 6-8: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2.2-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 7-16, 7-13 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1700/0-8-0, 10=1700/0-8-0 Max Horz 2=-70(LC 13) Max Uplift2=-457(LC 8), 10=-457(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3573/2063, 3.4- 3162/1869, 4.5=-3824/2315, 5-6=-3824/2315, 6-7=-3824/2315, 7-8=-2897/1793, 8-9=-3163/1869, 9.10=-3572/2063 BOT CHORD 2-19=-1766/3208. 18.19=-1766/3208, 17-18=-1481/2877, 16-17=-1481/2877. 15-16=-2017/3821, 14.15=-2017/3821, 13-14=-2017/3821, 12-13=-1782/3207. 10.12=-1782/3207 WEBS 3-18_ 381/332, 4 - 1 8=- 104/3 79, 4-16=-627/1214, 5-16=-431/372, 7-15=0/301. 7-13=-1192/617, 8.13=428/870. 9.13=-378/331 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140Mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0ps1; h=151t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrenl 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 457 lb uplift al joint 2 and 457 lb uplift at joint 10. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING • Vodfy design parameters and READ NOTES ON TwS AND INCLUDED MIrEK REFERANCE PAGE MIF7473 rev. IONM15 BEFORE USE Design valid for use only Win Mflek& connectors. this design Is based only upon parameters shown. and Is for an Indlvid tal tuldhV component. not a truss system. before use. the building designer must vodfy Ito apdlcatAlty of design parameters and proprrrly Incorporato this design Into the overall building design. Bracing Indicated is to prevent luclding of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW S tlways reglred far statAlty and to prevent collapse wflh possible personal trtKay and properly damage• fq genwal glJticrtce regarding Ise fabrication storage, delivery. erection and bracing of lapses and tnrss systems. seeANSVIPI I Quality Cdtedo, DSB-89 and SCSI Bullding Component 6904 Parke East Blvd Safety Information available from truss Rate Institute, 218 N. Lee Street. Srllto 312. Alexandda. VA 22314. Tanga. FL 33610 Job Truss Truss Type Q ry Ply T12304330 WPO202 T16 Hip l tI IWPO202JobReference (optional) Budders FUfttSeutte. lertpe, Ylanr Cray. hoonaa S;f066 i.o, • nuy .o cam.. m.. ew a..au.oa. ...`. ,.,.. v.., .......,.... .... ...yo . IO:AeAoATVyRAFF51mF42W 41SW!4•ROk9Ek84_002kb9Wu3HTi5Nom 1 XI1 KII FxiMP2yRvVg 1-0 4.9.14 9-0-0 16.8.14 22.4-0 28.11.2 358-0 39.10.2 448-0 -8 4.9.14 4-2.2 6.8-14 6.7.2 6.7.2 68-14 4.2.2 4.9.14 -0 Scale = 1:78.7 2x4 11 Sx6 = 3x8 = 4x6 = 3x8 = S.rb j 12 5x6 = 4 5 6 7 8 9 PPPP i 0 3x8 = 3x8 = 6x12 MT20HS = 3x8 = 6x12 MT20HS = 3x8 = 9-0-0 15.8.14 22.4-0 28-11-2 358-0 448-0 o n1n s e 1a G7.2 &7.2 68.14 9 0-0 3%8 = v 2 IT 0 Plate Offsets (XY)-- 2:0.4-2 0-1-81 (4.0-3-0 0.2-41 16.0-3-0 Edoel 9:0-3-0 0-2-41 (11:0.4.2 0-1-81 LOADING (psi) SPACING- 2-0.0 CSI. OEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.53 15 995 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.78 Vert(TL) 1.22 14-15 434 180 MT20HS 187/143 SCLL 0.0 ' Rep Stress Incr YES W B 0.51 Horz(TL) 0.30 11 n/a rVa BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 221 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.1 WEBS 20 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-1 -9 oc bracing. WEBS 1 Row atmidpt 5-17,8-13 REACTIONS. (Ib/size) 2=1700/0.8.0, 11=1700/0.8.0 Max Horz 2=-58(LC 17) Max Upllft2=-477(LC 8). 11=-477(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-3509/2066, 3-4=-3320/1916, 4-5=-3061/1835, 5-6=-4760/2795, 6-7=-4760/2795, 7-8=-4760/2795, 8.9_ 3061/1835, 9.10=-3320/1916, 10-11=-3509/2066 BOT CHORD 2-17=-1775/3162, 16-17=-2326/4348, 15-16=-2326/4350, 14-15=-2329/4350, 13-14=-2330/4348, 11.13=-1791/3162 WEBS 4-17=-478/974, 5-17_ 1558/861, 5-15=-256/538, 7-15=-338/296, 8-15=-256/538, 8-13- 1558/861.9-13=-478/974 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsh h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurreni 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 477 lb uplift at joint 2 and 477 lb uplift at joint 11. 8)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used to the analysis and design of this truss. 9) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE Mo.7473 rev. I60"tS BEFORE USE. Design valld for use only with Nick* Connectors. lhis design is bcaed only upon patameters shown. and Is too an IncilvkAtal buildingng component. not a truss system. Before use. the "ding designer must verity the at11x1catAlty, of design patomelers and rxoreAy t ncogxxoto this design Into the overall Ixlding design. ®acing Indlcolod Is to prevent buckling of IndNklual truss web and/or ctwrd members only. Addllonei lempotary andlefmanent txacIng MiTek' Is always teguired far skstANy and to prevent collapse Win possible persorkil Injury and property dumage. For general guidance regadkng the lab dcatkxs. slorage, delivery, erection and txocing of fames and tnm systems. socANSI/1P1I Quality Criteria, OSB89 and SCSI Bullding Component 6904 Parke East Blvd. Safety Information avallable from Ines Rote Institute, 218 N. Lee Street. Suite 312, Atexcnddc . VA 22314. Tango. FL 33610 Job uss TrUSS Type oty Ply wPo2o2 Ti2304331 WPO202 1":7 Hip Girder l 2 JObRelerenee(optional OYUOarD Rr{L>OYfGe. I UOpa, r1a01 {.ray, PROOa J.fD00 I O+V D nub w -- / mn Cw- ... I—` mc. , uu —1 , e vs ,+.v, cv, i ruye ID:AeAoATVyRAFF51mF42 W 41SypZgi-GYSOVoCraEgCSWcgFKNtyMdx4ShdRzvBdtggdiyRvVa 1-0 4 OS 7-0.0 11.5 13 15.9-14 20.1.15 246-1 28.10.2 33.2.3 37 8-0 40.7.11 44 8 0 1-0404.0.5 2.11.11 44.13 4.4.1 4d-1 4.4.1 4.4-1 44.1 4.5.13 2.11.11 4-0-5 Scale = 1.78.1 5.00 FI2 8x10 = 3x6 II 5x8 = 3x6 II 6x8 =SxB = 36 II 5x8 = exlo = 4 24 525 26 276 28 29 7 30 831 9 32 33 34 10 35 36 11 37 38 12 Sx8 = 23 39 22 40 41 42 21 43 44 20 45 46 47 19 48 49 I8 50 51 17 52 53 16 Sx8 = 4x6 = 402 = I0x12 = 5x8 = 3x6 11 1oxl2 = 3x6 II Sx8 = 5 7-0.0 11-5.13 15.8•t4 20-1.15 246-1 , I 28-10.2 33.2-3 376-0 40-7.11 446-0 can n_u_.• s_c y 0 late Offsets (KY)-- 12:0.4-0,0-2-141,r4:0-3-4.0-4-121,112:0-5-0,0-1-111,114:04-0,0-2-141,118:0-6-O.Edael, (21:0.6-0,0.6-121 LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.46 19-20 >999 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -1.05 19-20 >501 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.82 Horz(TL) 0.17 14 n/a rVa BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 678lb FT = 20% P LUMBER- BRACING - TOP CHORD 20 SP N0.2 'Except' TOP CHORD Structural wood sheathing directly applied or 4-1-0 oC purtins. 4.8,8-12: 2x8 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. BOT CHORD 2x8 SP 240OF 2.0E WEBS 2x4 SP No.3 REACTIONS. (IWsize) 2=3581/0.8.0, 14=3581/0-8-0 Max Horz 2=-45(LC 28) Max Upllft2=-1202(LC 4), 14=-1202(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8414/2839, 3-4=-8455/2876, 4.24=-11555/3945, 24-25=-11558/3946, 5.25=-11560/3947, 5.26=- 11556/3944. 26-27=-11556/3944. 6.27=-11556/3944. 6-28=- 15041/5114. 28-29=- 15041/5114, 7.29=-15041/5114. 7-30=- 15041/ 5114. 30-31=-15041/5114, 8-31=-15041/5114.8-32=-15041/5114. 9-32=- 15041/5114, 9-33_ 13857/4715, 33-34=-13857/4715, 10-34=-13857/4715, 10.35_ 13858/4716, 35-36— 13858/4716, 11-36=-13858/4716, 11.37— 7994/2727, 37-38=-7992/2726, 12.38=-7989/2725, 12-13=-8442/2869, 13-14=-8396/2830 BOT CHORD 2- 23=-2559/7698, 23-39— 2595/7884, 39-40=-2595/7884, 22-40=-2595/7884, 22-41=-4642/13866, 41- 42=-4642/13866, 21.42=-4642/13866, 21-43=-4642/13866, 43. 44=-4642/13866, 20-44=4642/13866, 20-45=-5046/15052, 45-46=-5046/15052, 46-47=-5046/ 15052, 19-47=-5046/15052, 19-48=-5046/15052, 48.49=-5046/15052, 18-49— 5046/ 15052, 18-50=-3875/11567, 50-51=-3875/11567, 17.51=-3875/11567, 17-52=-3875/11567, 52-53=-3875/11567, 16. 53— 3875/11567, 14-16=-2563/7680 WEBS 3-23=-129/346. 4-23=0/528, 4-22=-1472/4311. 5-22=-558/325, 6-22_ 2730/924, 6-21=0/319, 6-20=-453/ 1400, 7-20=-466/294, 9-19=0/359, 9-18=-1424/491, 10.18=-460/ 270, 11.18=-887/2705, 11-17=0/375, 11.16= 4210/1454, 12.16=-714/2546, 13-16=-128/354 NOTES- (11) 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, 2x8 - 2 rows staggered at 0-9.0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 20 - 1 row at 0- 9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (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=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCDL=3.0ps1; h=15ft; Cal. 11; Exp C: Encl., GCpl=0.18; MW FRS (envelope); Lumber OOL=1. 60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. Continued on Daae 2 Q WARNING • Verify dedgn parameter, and READ NOTES ON TNIS AND INCLUDED MREK REFERANCE PAGE MIF7473 rev. I&V31015 BEFORE USE Design vdld for use orly N4tt1 MftekO connectors. Itls design is based oNy upon parameters shown. and Is fa a1 lndMdtd "cling component, not perly operly Incaporate this design Into the overdl o truss system. Befao use. the btadng designet must verily the ()rAlcobYity of design Ixaametets anpro txidklg design. Bracing Indicated Is to ptevenl budding of IrKlIvidual puss web and/a chow members only. Additional lempaary and pofmaenl bracingMiTek' is always regJred fof stab99y andtoptevenlcolictimWinposs971epersonalInKayandpxopcdydartoge. rot general guklatce fegading the fabricallon, stetage, delivery, aectton and beating of Ina ses end huss systems. seeANSI/tPl l Quality Criteria, OSS-69 and BCSI Building Component 6904 Parke East Blvd. Safety IMormatlon ovdiabio man Irtffi Rate Institute. 218 N Loa Street. SVIo 312. Alexoncift VA 22314. Tampa. FL 33610 Job Truss Truss Type oty Ply WP0202 T12304331 WPo202 T17 Hip Girder 1 Z Jcp Reference (optional) tsuaaers mrstAource. r amps, rant sty, r-ronaa ;Smog / O9u a Aug I ev1 / Mll OR Ingumiles. mc. 1 nu V le as ,—, "1 / vage z I O:AeAoAT VyRAFF5lm F42 W 41 Syp2(1-GYSOVoCraE9CS WcgFKNtyMdx4ShdRzvBdt9gdiyRvVa NOTES- (11) 7) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 1202 lb uplift at joint 2 and 1202 lb uplift at joint 14. 9)'Semi-rigid pltchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 323 lb down and 284 lb up at 7-0-0, 1051b down and 107 Ib up at 9-0-12, 1051b down and l07 Ib up at 11-0-12, 1051b down and 107 lb up at 13-0.12, 105 lb down and 107 lb up at 15-0.12, 105lb down and 107 lb up at 17-0-12, 105 lb down and 107 lb up at 19-0.12, 105 lb down and 107 lb up at 21-0-12, 105 lb down and 107 lb up at 22-4-0, 105 lb down and 107 lb up at 23.7.4, 105 lb down and 107 lb up at 25-7.4, 105 lb down and 107 lb up at 27-7-4, 105 lb down and 107 lb up at 29-7.4, 105 lb down and 107 lb up at 31-7-4, 105 lb down and 107 lb up at 33-7-4, and 105 lb down and 107 lb up at 35-7-4, and 323 lb down and 284 lb up at 37-8.0 on top chord, and 394 lb down and 93 lb up at 7-0-0, 81 lb down at 9-0.12, 81 lb down at 11-0-12, 81 lb down at 13.0-12, 81 lb down at 15.0-12, 81 lb down at 17-0.12, 81 lb down at 19-0-12, 81 lb down at 21.0-12, 81 lb down at 22.4.0. 81 lb down at 23.7-4, 81 lb down at 25.7.4. 81 Ib down at 27-7.4, 81 lb down at 29-7-4, 81 lb down at 31-7-4, 81 lb down at 33.7-4, and 81 lb down at 35-7-4, and 394 lb down and 93 lb up at 37-7-4 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 11) 'This manufactured product Is designed as an Individual building component The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-12=-54, 12-15-54, 2-14=-20 Concentrated Loads (lb) Vert: 4=-276(B)12=-276(B)23=-382(B)16=-382(B)24=-105(B)25=-105(B)26=-105(B)27=-105(B)28=-105(B)29=-105(B)30=-105(8)31=-105(8)32=-105(B) 33-105(8) 34=-105(B) 35=-105(8) 36-105(B) 37-105(B) 38=-105(B) 39=-58(B) 40=-58(8) 41=-58(8) 42=-58(8) 43-58(B) 44— 58(8) 45=-58(B) 46=-58(8) 47=-58(B) 48-58(B) 49=-58(B) 50=-58(8) 51-58(B) 52-58(8) 53=-58(8) 0 WARNING. Verily design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE M/F7472 rev. id VAIS BEFORE USE. Design valid for use only with Mllek®conneclors. this design is based only upon parameters shown, and is for an Individual bolding component, not a truss system. Belem use. the IxdkkQ designer must verify the applkolbllry of design paanetors and rxopwly Incorporate this design Into the overoll txRd hg design. Bracing indicated Is to rxevent txaWing of individual truss wet) ad/a chard members only. Additional temporary and permanent bracing WOW Is dways redAlted et sk#Ally and to rxevent collapse with possible personal"and property danage. For geneta9 guidance regarding the 6904 Parks East Blvdfalxtcallon, slotage, detNeM erection and bracing of muses and Intss systems seeANSI/IPI I Quality Criteria, OSS-09 and SCSI Building Component Tango, FL 33610SafetyInformationovallabrekomtrussRateInstitute, 218 N. Lee Street. Sulte 312. Aloxandit VA 22314. Symbols Numbering System I 0 General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. D-r/ ldr For 4 x 2 orientation, locate plates G-'44' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. 4SB-89: Design Standard for Bracing. SCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 1 dimensions shown in ft4n-sixteenths Drawings not to scale) 2 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBEREDAETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved MiTek° MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, Is always required. See SCSI. 2. Truss bracing must be designed by on engineer. For wide truss spacing, individual lateral braces themselves may require bracing. or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stock materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each Joint and embed fully. Knots and wone at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted moisture content of lumber shag not exceed 19% at time of fabrication. 9. Unless expressly noted, this design Is not applicable for use with fire retardant, preservative heated, or green lumber. 10. Comber is a non,structurol consideration and is the responsibility of truss fabricator. General practice Is to comber for dead load deflection. 11. Plate type, size, orientation and loco Non dimensions indicated ore minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed. unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or otter truss member or plate without prior approval of on engineer. 17. Install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture In accordance with ANSI/TPI 1 Quality Criterlo. BEAR[N6 HE16HT 56HEPL LE 44-8-0 11 11 Tii CJS CJ5y CJ5 yam? CJ5 m CJ3 CJ CJ CA mmw ti l I'w I l o I!u Ilw I I fl1uluuuIIuIuu I JT I II cFZ1 I I I I I I I. i II 17 4 0 7-4-0 20-0-0 44-8-0 NOTES: L) REFER TO HID T IREGOADA =LIONS FOR HANILIN% INSTALLATION AND TEMPORARY DRALIN6 ) REFER TO EN61NEERED OKAWIN66 FOR PERMANENT DRACIN6 CER R O. L) ALL MOSSES (INCLLDING TRU)SSES UNDER VALLEY FRAk") LI15T DE COMPLETELY DECKED OR REFER TO DETAIL VI05 FOR ALTERNATE DIMING REQUIREMENTS. ALL VALLEYS ARE TO DE CONVENTIONALLY FRAMED DY DNLDER. 4.) ALL TRI155E5 ARE DES16NED FOR 7 of MAXI" SPACING. UNLESS OTHERWISE NOTED 5.) ALL WALLS SHOWN ON PLACEMENT PLAN ARE CONSIDERED TO DE LOAD DEARINKa LDLESS OTHERWISE NOTED. 6.) 5Y42 TW%E5 MIST DE INSTALLED WITH THE TOP DEIN% UP 7.) ALL ROOF iRU55 HANSER5 TO DE SIMPSON HTU26 UNLESS OTHERWISE NOTED. ALL FLOOR TRU(h H"ER510 DE 5IMPSON THA422 UNLESS OTHERWISE NOTED. D) DEAMIHEADERA.INTEL r) TO DEFURNISHEDDYDUILDE SHOP DRAWING APPROVAL THIS 1A1011R 15 THE SOLE SOURCE FOR FADMATWN OF 111ffiE5 AND YOM ALL PREVIAh AROITECTURAL OR ODIC TOM LAWS REVIEW AID APPROVAL OF INS LATA1i LOST Of RECEIVED DEFORE ANY IMES WILL DE DLO.T VERIFY ALL C01D 106 TO DOW A6AWST 011i TINT WILL RESAT II EXIEA CH MS 10 TAI tgmW "a? Neu'. Bu6'ININSFirstSource Orlando PHONE: 407-851.2100 FAX 407-851-7111 Plant City PHONE 81j-759.5451 FAX:815-752-1532 WILDER Ashton Woods 1551 Halley S Gr s - RECORD COPY n City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # # 1 7- 3 2 0 0 Project Location Address 0\3\Loinc SANFORD 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.floridabuildina.ora. 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 Fiber Classic FL15000-R2 Sliding MI Windows & Doors 420 FL15332-R2 Sectional Wayne Dalton 5120/6100/9100 #0230 FL9174.3-R11 Roll U Automatic Other 2. Windows Single Hung Silverline Bldg Prod. Corp. Series 2900/4900 Single ung FL19715-R2 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Aluminum Coils Mastic Endurance FL12194-R3 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed CorpRoofing CertainTeed Asphalt Shingles FL5444-R10 Underla ments InterWra , Inc Underla ments FL15216-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 Lomanco Aluminum Roof Louver FL3792-R8 Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Cast -Crete USA Inc High Strength Concrete Lintels FL158-R8 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 6/9/2017 Florida Building Code Online Business I Professional Regulation r ala i c BCIs Home I Log to I User Registration I Hot Topic I Sutanit Surcharge I Stats S Facts I Publications I FBC Staff I SCLS Site Map I Links I Search I Florida r Product Approval USER: WWII User a rA e..1FY•i i PmAutt Aooroval Menu > Pmouct or Aoollratlon Search > Aoolicatlon List > Application Dotell OFPCE OF FL # FL15000-R2 SECRETARY Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Of Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F Schmldt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan 1. King, P.E. W, Validation Checklist - Hardcopy Received Certificate of Independence FL15000 R2 COI Certificate OfR2COICertificateOf Indeoendenceodf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2005 ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect httpsdMoridabLiiding.org/pr/pr ppp Oo.aspx?param=wGEVXQwtDquS73Fr2ZyiPazAnA6CzH03yMKg2Hy8a/*2ruCfc2MRISC82w%3da/a3d 1/3 6/9/2017 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 05/29/2015 Date Validated 06/28/2015 Date Pending FBC Approval 07/OS/201S Date Approved 08/19/2015 Summary of Products FL # Model, Number or Name Description 15000.1 a. "Fiber -Classic" or "Smooth -Star" 6'8 'Non -Impact" Opaque Fiberglass Door with & without Sldelite(s) - Outswing (X, OX or )(0, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: Yes F1,15000 R2 If INST 15000.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15000.1 for Design Pressure Ratings, any 171-15000 R2 AE EVAL 15000.1.odf additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors and sidelltes, which have been stained or painted within 6 months of Installation.) 1S000.2 b. 'Fiber -Classic" or "Smooth -Star" 6'8 "Non -Impact" Opaque Fiberglass Door with & without Sidellte(s) - Inswing (X, OX or XO, OXO, XX, OXXO Conflguratlons) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1S000 R2 II INST 15000.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 1S000.2 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.2.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors and sidelltes, which have been stained or painted within 6 months of Installation.) 15000.3 c. "Fiber -Classic' or'Smooth-Star" WO 'Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FLIS000 R2 11 INST 15000.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.3 for Design Pressure Ratings, any FL15000 R2 AE EVAL 1S000.3.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors and sidelltes, which have been stained or painted within 6 months of installation.) 15000.4 d. "Fiber -Classic" or "Smooth -Star" 8'0 "Non -Impact" Opaque Fiberglass Door with & without Sidellte(s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15000 R2 If INST 15000.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 1S000.4 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.4.odf additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "I" part number doors and sidelites, which have been stained or painted within 6 months of Installation.) 15000.5 I e. "Flber-Classic" or "Smooth -Star" 18'0 "Non -Impact" Glazed Double Fiberglass Door - Outswing Inswing (XX Configurations) https://RorldabLilding.orW/pr app OdAspx?param=wGEVXCiwtDquS73Fr2ZyiPozAnA6CzH03yMKg2Hy8%2fuCfc2MRiSC82w%3d%3d 213 6/9/2017 Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1S000 R2 11 INST 15000.5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.5 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.5.odf additional use limitations, installation instructions and Created by Independent Third Parry: Yes product particulars. (This product approval requires the use of "? part number doors, which have been stained or painted within 6 months of Installation.) 15000.6 f. "Flber-Classic" or "Smooth -Star" 68 "Non -Impact" Center Hinged Glazed Fiberglass Double Door - Inswing (OX or XO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 II INST 15000.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Parry: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.6 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.6.odf additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "l' part number doors, which have been stained or painted within 6 months of Installation.) B:1dt Weft, Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 8S0-487-1824 The State of Florida Is an AA/EEO employer. 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Product Approval Accepts: 9 E Credit Card Safe https://OoridabLdlding.org/pr/pr_app dtl.aspx?param=wGEVXOwIDquS73Fr2ZyiPozAnA6C2HQ3yMKg2Hy8°62fuCfc2MRiSC82w°/g3d°h3d 3/3 iioS o_ s AL ids^w:' t` ' ! v 7:'.ti y's}'tjil• f ' N,:i INTERIOR ,i JJ'''i \` \ biz 36Ao'MAR IDOOR PAIRI.WIDIH 1 HORfZOM7V CROSS SEZ;710N 3 DOOR PAN& ),} , r• ` 4D'a' iv jtOs~l DMIOR u _ (Ff&ER c c) 2 ro( R aAssrc) ' e'° k• S4 ,14•tt; O DOOR PANSL Flbw Classic e o oaa 24 12 HAKE 5711E 80770A1 RAIL4 ( F1BER CLtSSIC) b) ` i;E N.7S 9 t 2 \VERTICAL CROSS S'£CRON m JK o 3f DOOR PANE1 ax m US T mumlo a 1 ra 3 a/ L , 1/lGLASS CA SS 1W C T/e' F BtQB GT TEMPERED F GLASS 1 ZS' STEEL 1 1NiERCEPT SPACER 40 41 SEE NOTE 1 INSULATED MASS W/ 1aswMAX i PANG. WIDTH 7.12Y MAX DAAL WMTH 9 m 4 o O n j i 2 4 a SIDELTE PANE Smooth Star AIR SPACE 1 8" PERED GLASS MEMO as Q a N T71 1/2' MN. GLASS THK. 1/a. TEMPERED GLASS AIR SPACE TEMPERED GLASS E T Jtt N(TI t 1 r l l H moi n1l cNoSS swnoN 4 SIDEUIE PANEL, 21SI Zygp e e• .: 196' 1A r •"t. 42 PLASTIC LIP LlTE.FT"OE / 4 PLASRC LIP lrtE FRAME FxIRUDm Pvc "' Exrnuoao sNc ixr Iffi f 2 Vk7inM CROSS SECTION4-1 4 SIDMM PANEL 1. pSbaeirp for Ham J?9 h ptl (Me home aaewa) II II is as follows From t1w bottom up on sidex 6.5. 1531- F ' l Sti { with (7) more cpocad at 9.675' as fhere are (2) canes bath top and bottom at L125- In from each 42 STDELfTE TOP do 80TT01! L rl 90E11IE 6UWK SIDE 572E come RNGER JOINED PONDEROSA PW& SQ-0.43 FINGER do, PONDEROSA PIN$ Som0,43 I FL 15000.3 I 40 49 13 17 JeMIK AA f6146 IM Ms 4. aUo 4im I. The sidaGto Ao dRnoot sot Into the lamb With (72) b Rain 143 a 18 x 2' pfl wood sarew. Thera are 73 4) at each verUbd Jamb, from the top dawn of Ia 13.5' 31' 46..5' & Sr. Rmm am (?J at the 1-114 MQV 21 1a Mader at 4' fmm Um ouW& eomem of the EYJL ("P.) frome. Thera are (2) at the 4% 4' from the D3 oubRRde earners. RO RZONTAL CRASS SECTRON WL cc I48 49 1-1/4' EaIB. (TYP) iSMR1 i7 13 tt 45 C,M 44 a , J;rf,A r{. 7 a ro ACRE 34 43 SEE NOTE I 0 F DB 9 y 21 am 2{ 2 epee NTS g ttl la i2 4,3 om ar JK a 2 HOWOMM CROZ SWWN t31 RfOR1ZON)'AL CROSS SECRRw O0L1 LFS COMM 0. d r 7 18 FL—ISCWJ 5 7— c; 0 A, §,-%h Cox1# MASONRY MULLION SHOWN FCiR 49 I{{ IREFERENCE MASONRY i9 1 i i ,` n OPENING TYF. WERD MULLIONI I OPENING TYP. HEAD G per Inn do 6c JAMBS SHOWN FOR Q REFERENCE II fs JAMBS 1 g 2x sx Buac Buc I I Q f l _ Q j ag ASTRAGAL j I SHOWN FOR i `ASTRAGALS cs a a I I 9 REFERENCEj j R ci 1 REFERENCES tl H II ° j II Q II ( •-O g IIDOUBLE W400w1 DOUBLE DOOR INSWING I 0 MASONRY OPENING ODNCRQEANCHORNOTB: f. Concnftaldltrbcafbnr o+ fre comer maybeacPAW to mcg oafs fhe mfa. DC BUCK edge d ft=tomarhYj&,tL 2 C--le anch-bcaf Vnakdas 9NAX ON C9M"m,0tbe aged to maahfafafhemhedge dlsfm—tomart°rM taddBmlotcmnaeteanch= May beregimedtoensueft*% XONCV4Wdhwn&rmcmnotexceeded. 3. Condbtearx: hwtabfc 4. I I IIMU SHOOWWNNFOR llI 1 REFERENCE I I TYP. HCAD II dt JAMBS I I II 11 II II II I I MULLION -' I c SHOWN FOR REFERENCE Il II II II MASONFr OPENINI 2C BUCK FL-iSCOaw 1!! i lu r 18w 2IIAT ILT n Y B h frfr gt— b 3d V T7P. FE 1 s21' 324 G ¢ z 1110' 2 O w 0.-V . SEE NOTE 1 0 0 AslrrAcu DETAIL t 4 12 tLrs. x d 1. THE ASTRAGAL BOLT WAS A 3' THROW AT THE TOP ox . LFS cwxyy MyANDTHEBOTTOM. FL-15000.3 u smtr 1 v 12 0 T-HERMAITRU THE MA TRU DOORS Tla t11nLg1}r.. CM. It mmm". am 4 517 FIBER CLASSIC / ^SMOOTH STAR' 8'0 INSWING w/ & WOU r SIDELITES FIBERGLASS DOOR NO*IMPACr 1. mfs pmdudtm bmm avduahW and kin agspEmtaewih the Sb 6gon PM41MUD & 'M'g coat (Iota tfiuchmlmgkwnenbischrdrsgfheY4v&*mumamione-m. 2 Piomtclold>9mmbem Iledoidspooedos4armonGth 9f MdenEedrr erdtvbose moteW shah bt bmattd wc9 dmsdtg ordu 9. NRan aced Ot go vvw ft productknquhed to bepmooded W@t on topoatndftnt oove>atp Uaf ootnptia xfBt Sti:cion 1625 d the RC. 4. Whamusedtnorea6wbWeoffhe9WFt meILftwiRdbantedebibpioteeftfhflptoduda mgtAtedfobepmWdedwihcm htpodntoW.,ttwabt0lhotcompinvMSeef ock IM9J2of bit I8G , 5.Fbr2tdudetmtfrgGMTWo6oh,andai rjofHMO tadfssbcobt"am cB#w*VA"tab( hxtttmsmycoradudtau d. 9 CIA aatao, iof-1 DomtodetuDolfhDdOuMvmgtRefiftren6fisaftana"b aeg mw oraegtsl - added 7. misptvdddotsnotwreetllte+ dei haftotttegvEeattsttRlttrmelNlQ trtsw5tgun slt he irub>9tdaiyhnan- Imbldweam=orathabdoWelo oF=ptoftWbyart amhagor omso y WfhewWlubehrewfinedgeofctatopyaraoshmeto35IFIewthan 45 deg— 2 see cErmL el smw 6 9 e g tyzg rrrc t - rr naR oxv DEIAL i1'/ SKW 6 S 5 47. 0 1 -47.0 1 +60.0 1 -60.0 47.0 -0.0 +4M0 . 0.0 c -n Ln taro l s a WM4 Ave END= 54 t ,s R s 'r <;is t- ., ;:i •::!•R r?`: • a ,;.5,•, '' i;•' 'nrrnra `" i:•'::a''it,,,\" " f'r`:i }.i},):.t'i.ar.:,/:r'a` B naie ru F $ o j, •_ri"ti •..:c,"....X!1. r0<4.1` t+ ..'i.:F• •:'i.7': g Do•MAx .1?:ur al ,fig e DOOR 19MOR ,`N:1PAMELWIDTH1 1 HORQOJM CROSS SWWN Min V DOOR PANEL 403T '. i °r li fiJ FXM1Q8 ' J L.. o g 18 2 ERE d `'t•ic`% I 5 T `'''• M 71 :'tiiaa= 4fe.Y• rt m 59—LATCN 57REID( WWT Sr,) (51100TH STAR)LL- IA DOOR PANEL SmaaYi Star i.IB •— 1 ISO -- t°'• j o 57 4448 4 12 'a e Ss NIN6E 571Lf BOTrWc RAIL z VERlW CROSS SECTfO momN.T'.S e S 57AR) s1(OOT11 STAR) 2 OOOR PANE. ° f w E CK on L1's asw, . a FL-15WO.4 13O 9W aiL C PU30 1 i Wv T8t16V hll 31 x }S prhn* .; 1 17 17 - E =lfd 1 44 • ay • e •• .. 2b e: 2 ZO Sz : f ij .iri'• SO * 42 '7 •38 31 d r' rY` r sT oU 7 8 w ° 3 . SEE NOTE i •r LS 47i, L SEi NOTE 2 46 30 1 ; A. JAB JNTERIOR a J06Jltffi98a'. .t Sm 47 46 Gl • Jjr. NOTE 2 46 . F SEE NOTE 2 lA 47 '' ' ae•S l/ 1 ii/ 6 3 ra •• iL 1••r VEtTRGAL GROW SECTION V Shown w r sub —bunk g 28 40 k :• 42 ty OPTIONAL SURFACE BOLTS ON ACTIVE PANEL 'w 30 1D 75 SEE OEM PNFSSURE CHART) CK r 14 31 m i4 Q 1v: X•.` _r _ 11 i Y k j:gr^s "•. 7 SEE NOTE 1 _ e • , • y , a i ` . I. The eideft Is d1rect Be Drta the Jamb with (12) e e ' Item 043 a f8 x Z' pft wood comr. Them am (4) c f •': .'• at each veftfml Jamb, ham the top down at 13'". r •.' .. ` 17 31', 48S' g 66'• There are (2) at the header at em= 12 Q 4" from the outside comers of the frame• there ore SOM& NTS 2) f73 a f6 x 2-1/2' p1h. wad screw at the ma ee W sift 4' from the ouWe comer: cm me 1F5 d iQVERifGIL CROSS SECTION_ 2 VE WICAL CROSS SECTION 2. OPTIONAL SUR rACE SOM ON AMW PANEL 0eFL 15000.4 55 (SEE DEMON PRESSURE CHART) am ova Y v * o o SEE NOTE 1 1. The 64dte fs direct tat Ods the Jamb ijIRNi6fh (7?j Ran %43 a 8 a 2' plh Weed g e i screw. reTheare (4) at such vertical 4 A jamb, hum the tap down at 13S', 31'. 463' h BB'. TNm are (a) at the header ACME F z D o at 4> hum the outildo camera of the t e7r a i: 7' i <1, i, r frame there an (2) 113 a IS r 2-1/1' rues dh• ewd es of the sNf, 4 from the fr• y• •> i M1::t v rraoufnids =morn uMOR 36 43 H 4t 24 DETAIL A• 17 76 OPnQVAL SURFACE 9OLTS ON ACTIVE PANEL SW DESIGN PRESSURE *W* m ( rrp1 139• tTPJ 1CQERO6 3 NOWOMAL CROSS SECTION 6 22 0. 1lrMW 3y CSC 4 6 7 SEE NOTE 1 Z7 6 7 33 IN CRtE Q ACTIVE to G7 1J INTi81Q8 44 36 3 8 103,oae az iZ g MM a" N.T.S. en ° ToL iT 1HOR[ZONIAL CROSS SEOAON / Z \ NORMINfAL CROSS SECRON 6 6 mu ° FL— IMM4 Of U 0 MASONRY 11 4 II OPENING ZP-AHEAD tdBS ` II MASONFr OPENING . HEAD dt JAMSS l ASTRAGAL. un1% n ASiRAGkL 1 I l SHOWN FOR 1 I 2x SHOWN FOR REFEiEtcE SUCKas Z 1 - SHOWNNFUR I SHOWN I II I 1 WrERENCE REFE304CE II 1 II aCS 1 N G rr DOU6LE DOOR W/51OELRES 4Y'v,^j COU13IE DOOR BUPA ANCHORING 4. BUCK ANCHORING MAS GII T PENII OcOPENIt8JyII2X eUC( II II II uVwOµII CONCRETEANClf01¢ NOTB II SHOWN FOR II I. Coicmte rharboaltoro d fhe catnerr moybe acltatedro mad, toN fhe rtJti ed0edkfanrefomaRar7dnis II REFERENCE li 2 Cmmfeawhorboafonsnotedcy%(AXONCVWrwAutbecaa&Wto _ mdrdc M the n fn. edge a tw=e to nanW)ob t adgbrxd cw=m'e anelmrs II MULLION 11 He rtayberequBedtoenrroefhe%(AXONC3N1WcOnandonmerotgazeded II SHOWN FOR II N SCo,lueta axhalrmla I I REFERENCE I I c IIIIII II ear, 24 12 awL XT-& 9 RYTA y. f 1 I 11 T I we ee J9 o' L O0 t1 IIITRACONs MAS OPI F 2X SEE OEM& a. CONCREFEA14CHORfJOI<fi 1. Concrete mx:hw coal— at the amen' maybe acOated to mom themh edge dahmae to martarIM& 2 ConantoanchorboaftmnatedosWXONCBCWnaatbeodjieledto mat fie mh edge Oft=e to mOrfar)*ft addSond C7nOete ands MMbereq AW bWNW fhe 7MX GN C&MWcdhnmwembn ae not s ededL Concreteanrltarf y;; Mobtah a mhbum ei1. S adge dirtmfoa 1 woodsorm to pmmtffiespi*V atwood THES& (2) ANCHORS REO'D ONLY WHEN DP > 47 PSF 7 7. Ill. 1.9a SEE MAIL 5' m .' m m W12X BUCK AX J Qr ASTRAGAL & SURFACE BDLT STRIKE PLATES 6 HEAD lfffffOF- TAILi r L Dar. i BOLT STMM PLATE THRESHOLD V . 2 2X DETAL '7' I' IILl1' WEW I!?'— 's' r ASEE1 1! 1] N/Y7C 911C1( IHSRIWRION W/1s DUCK MALUMN TrP. HOED JAUB9 O 14 SEE DETAIL J LB" D4NBI.E—B A' CONCREMANCHORNOt f. Cbnoefcond+orloamUwatthecaneiamryboc usledtomi*ttdnaem8L edBe dWmjc•e fO mafor)cVft. 2. Concmfe aediarbea Lora noted as 7" ON C BfWmu# ba a*Ated to ms>PrIeR ftle infra. edge dfstanoe 10 mDttarjoha addMatdconatste andwra maybe foq fbed to ensure the 7MX ONC ff4W dhfa v= cm not wooded. 3. Oono de onchartab kc odwood SEE DETAIL V V SEE OEML 5' I I 49 30 W/2X BUCK 73 0 37WSTALLATIOK s7 W/7fALLATX BUCPC 46 IHS1ON " QEMIL '2' ASTRAML & SURFACE BOLT SMIXE PLATES ® HEAD 31 at O 90 o JO DETAIL '1' SURFACE BOLT STRIKE RATE m THRESHOLD FL-1=W-4 m 1g or i 3 a O a k pi 16BeT 1958' .5r l6b' 14WM ¢ ill F17r TYP. 27 TYP. TYP. 191P 111 r ors am wo 1-- OiSEFNE 1 4 ff0 1{ D NXS arc. w JK a 1. THE ASMkGOL SOLI WAS A 3` THA014 M THE TOP aR LFS 3 AND THE SOTMm. 9 R-1SOOR4 11 32 D MLr•• nip law z WDDD ague FINGER JOIMED POhM=SI PME, SGzO 43 rota e lo oa6 v all n ` j d V - r mardLL a= OSURFACE 901 T S7RNE PLATE 112 ' arEM I p Y1M1 .080' MAX WALL, 035' W6 L WALL 1S WSWM MDERE — • n U% wmw BOOT am W. LFS 0.W' EXIRWM Y1NYL WALL owim WO FL-10=4 war J2 arjj R W 'R W Building Consultants, Inc. B Consulting and Rogtaeatrg Services for tha Di dldmg Indeetry C P.0. BoK 230 VaWco, FL3559S Pbmo 813.659907 P1orldp Baotd oPProfadawl Pnpt[rtetc Cudiimtp orAwhodmdop No.9E l9 Product Category Sub Category Manufacturer Product Name Swinging Therma-Tru Corporation Rber Claseto" / "Smooth Star' P Ekterfor Door 118 industrial Drive OV Inewfn9 w/ and w/out Sidelitse Doors Doors Assemblies Edgerton, OH 43517 FlbeMlass Door Phone 4102e8-77.40Non-Im act' a- ps: This Is a Product Evaluation report Issued by R W Budding Consultants, Inc. and Lyndon R Sghmldt P.E. (Syatem ID # 1998) for Themta Tru Omporaton based on Rute Chapter No. 61G20A Method 1 D othee State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest In the company manufacturing or dlabffMng the product or in any other entity Involved In the approval process of the product namod hereln. Lrrnrmaoae: 1. This product has been evaluated and Is In oompllanoo with the 6th Edition (2014) Florida Budding Code (FBC) structural requirements including the 'High Velocity Hurricane Zone° (HVHZ). 2 Product anchors shall be ea nsted and spaced as shown on dstaifsz Anchor embedment to base rnmerlal shall be beyond wall dressing or stucco. S. When used In the °HVHZ" this product to required to be protected with an Impact resistant covering that compiles with Saolion 1828 of the FBC. 4. When used In areas outside of the °HVHZ° requiring wind borne debris protection this product Is required to be protdcted with an Impact resistant odmerttg (tat complies with Section 1600.12 of the FBO. 6 For 2x stud framing constmotlon, anchoring of these units shall be the same as that shown for Px truck masonry construction. S. Site oondidons that deviate from the details of drawing FL-16000.4 require further engineering analysis by a licensed enginaer or registered architect. 7. Inswing configurations do not meat the water Infiltration requirements for the "HVHZ', inswftV units shall be installed only in non - habitable areas or at habUeble locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to all to less than 46 degrees. 8. See drawing FL-16000.4 for sire and design pressure imitations. Supporting Documents: 1. TeatReport No. Test Standard TEL 01460387-A,B,C ASTM 00%-M,ASTM D1929,8 A6TM 132843.99 TEL 01460338-A,8,0 ASTM 083E W, ASTM 01929.96 Au3W 02848-M 8TTS00001 A137M G20.96 16427- 107862 ASTM E84-00a ATI 67608.01.108-18 ASTM 131929.98 ETC 01-741-10701.0 TAB 202.94 ETC 01 741.10703.0 TAB 202-94 ETC 01-741-10693.0 TAS 202-94 TEL 08-1031-3 TAB 202.94 TEL06- 1031-4 TAS20294 Testing Lebotat_ = Signed by Testing Evaluation Lab.,lnc. Lyndon F. Sohmldt, P.E. Testing Evaluation Lab.,tnc. Lyndon F. Sohmldt, P.E. Sub Tropical Testing Omega Point laboratories Architectural Testing, Inc, ETC Laboratories ETO Laboratories ETC Laboratories Testing Evaluation Lob,lno. Testing Evaluation Lab.,lnc. Drawing ( jo, Prepared by No. FL 15000A RW Building Consultants, Inc. (CA #9813) Caloulotions Prevared by •;°' Anchoring RW Budding Consultants, Inc. (CA 49813) ` ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. Qualfty Assurance a dt Certificate of Participation Issued by National Accreditation and Managemaj.f Institute, oerdfying that Therms Tru Corporation Is manufacturing products within a quality assurance program that compiles with ISOAEC 17020 and A,Quids 63. 8heetl Oil ,. ;• I' , ,•,• Lon Hicks, VP Operetlons William E. Rt0h, P.E. Joseph A, Reed, P.E. Wendell W, Haney, P.E. Wendell W, Haney, P.E. MarkD, Pasero, P.E. Wendell W. Haney, P.E. Wended W. Haney, P.E. Signed & healed by Lyndon F. Sohmidt, P.E. tr F. Sohmldl, P.E. Lyndon F. Sof"t, P.E, FL PE No. "0 Z2 016 Florida Building Code Online Pagel of 3 f '73 aaS Moms lap In I user ft1stmUm "Tepla ( Submn Surcharge SUM a Fans "Won feC Safi SW SIG Map Unks Seam BgneBus11 'nes i I productA.pproval uselu Pubic u•er Regulation Piadut a Aoenollon Search Aw9mUpayjQ > Appllatlon 0") Fl- >F FL.15332-R2 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Emall 650 West Market Street. Gratz, PA 17030 717) 365-3300 E3d:2560 bsRiinger@rnlwd.00m Authorized Signature Brent SIdInger bsltlinger@mlwd.00m Technical Representative Addr"—WPhone/Emall 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 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Luis Roberto Lomas Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Data 12/31/2015 Validated By Steven M. Urich, PE 0 Validation Checldlst - Hardcopy Received Certificate of independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certlfled By Sections from the Code Standard Year ! AAMA/WDMA/CSA 101/I.S.2/A440 2005 t 621 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 UYes ONo ON/A hVs://www.floridabuil"g.orglpr/pr app dtl.aspx?param=wGEVXQwd)gtH8572gvdWI... 8/31/2015 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL1S332 RZ COC FLIS332-COMP.Ddf Method 1 Option D 04/30/201S 04/30/201S OS/06/201S Page 2 of 3 FL * Model, Number or Name Description iS332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGO OXO 145-3/4"x80' NON - REINFORCED Limits of Use Installation instructions Approved for use In HVH21 No FLIS332 R2 II 08-OQ500C.Ddf Approved for use outside HVHZs Yes Verified By: Luis Roberto Lomas 62514 Impact Rasistanh No Created by Independent Third Party: Yes Design Pressures N/A Evaluation Reports Other- REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE SLO8078.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 SERIES 420 ALUMINUM SGO SERIES 420 ALUMINUM SGD OX, XO, XX 96"x8O' NON - REINFORCED Limits of use Installation Instructions Approved for use In HVHZ: No FLIS332 A2 II 08-00498C.Ddf Approved for use outside HVHZs Yes Verified By: Luis Roberto Lomas 62514 Impact Reslstanh No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other,. REFER TO APPROVAL DOCUMENT FOR DESIGN FL1S332 R2 AE 5108050.ndf PRESSURE RATINGS Created try Independent Third Party! Yes iS332.3 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGO REINFORCED OXO REINFORCED 145-3/4146" Limits of Use installation Instructions Approved for use In HVHZ: No FLIS332 R2 11 08-02248A.odf Approved for use outside KVHz Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressures N/A 8valuation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE S12968A.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.4 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX REINFORCED 96'x96" Limits of Use Installation Instructions Approved for use In HVHZ: No FL15332 R2 11 08-02249A.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Others REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 512969A.Ddf PRESSURE RATINGS I Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XX)( 143'k96' Limits of Use Instauation Instructions Approved for use In HVHZr No FLIS332 R2 It 08-02250A.Ddf Approved for use outside HVHZr Yes Verified By: Luis Roberto Lomas 62514 Impact Resistants No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE S12970A.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX ALUMINUM SGO 96"196' Limits of Use Installation Instructions Approved for use In HVHZ: No FL15332 R2 OR-00499C.odP Approved for use outside HVHZr Yes Verified By: Luis Roberto Lomas 62514 Impact Resistants No Created by Independent Third Party: Yes Design Pressures N/A Evaluation Reports Others REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 Ra AE 5i0806B.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146'x96' ALUMINUM SGD https://www.floridabuilding.orv-/13 dtl.aspx?param GEVXQwtDgtH8572gvdWI... 8/31/2415 Florida Building Code Online Page 3 of 3 Limits of Use Installation Instructions Approved for use In HVHZ.• No FLL5332 R2 lI 08-00501C.txif Approved for use outside HVHZI Yes Verified By: Luis Roberto Lomas 62514 Impact Resistarib No Created by Independent Third Party: Yes Design Pressurm WA Lvaluatlon Reports Other: REFER TO APPROVAL DOCUMEM FOR DESIGN FL153 R2 AE S1080813.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.8 SERIES 4301440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD )00( 143'x80' NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZt No FL15332 RZ 11 08-00502C.odf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PL15332 R2 AE 510809B.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGD 143'x96' Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes FuS332 R2 rl Oa-00503C.odf Verified By: Luis Roberto Lomas 62514 Impact Reslstwd: No Created by Independent Third Party: Yes Design Pressures WA Evaluation Reports Othera REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R2 AE 510810B.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes each Nast DWiI=Ib e 1 190 north Momae Wit_ TeOahessee FL 32399 Phone: OS0487-1624 The State of Hondo Is an AA/® empbyar. Caywioht 2007-2013 State of Florida, 1: ahMot2aIsmid m t is BLS Under HwIde btr, amall address am pate remtda. If you do not want your e-mall addnm releaaad In raVanas to a pubno-msmnle squat{, do not and decbonlc Mau to this entity. Instead, amtoct On dam by phone or by badt anal maa. If you haw any 4ueatlont, please contact a50.487.1395.'Purrnnt to SedAat 455 275(1)), FImNa Statute dked" 0daber 1 2012, licensees licensed under Chapter 455, P.S. must provide are Department wth an emeq address If they haft one. Tin emalls pmvW maybe Lead for *AZ communlatlon wIM the tesnssa. However emea addrmm era public reeonL It you do rat wbh to supply a personal address, plasm povlde the Department with an small addrass wbldt can be made avalbble to the pubOc To determine If you are a lkms n Mwer t7aptar 455, P.S., please did:y®, ProductApprvsel Ameptat Geri'! AWE https:// www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWI... 8/31/2015 TOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRNAING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE SELECTION OF COATING OR MEL49RAME IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. AVOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAM- MATERIAL: 9(TRUDED ALUMINUM 6083—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04 WITH SAFETY GLASS, 7. APPROVED IMPACT PROTECTN-: SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAMMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 00 NOT REQUIRE WATER INFILTRATION RESISTANCE OVERHANG RATIO - OVERHANG LENGTH/OVERKANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND W STALLA710M DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO.ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEY040 STRUCTURE INTERIOR WALL LOCATE ANCHORS AS S40WN IN ELEVATIONS AND INSTALLATION DETAILS 13. ALL FASTENERS TO 9E CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE — MINIMUM COMPRESSNE STRENGTH OF 3.192 PSL C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE I (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—TS 1/8- THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX, X0, XX, XP, PX, XIP, PD( TABLE OF CONTENTS SHEET NO.1 DESCRIPTION t I NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION I Aw I 0EWRrmw I Ewa I APPROW 1 I A I ADDED FLANGE A.ND FIN 616TAL.ATION 1 12/10/13 1 R.:. MAW: 12/1620IS MI WINDOWS AND DOORS LLC 11111(lr// 1001 W. CROSBY RD\\S CARROLLTON. TX 75006 GEH y'91pii o rk SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" z NOTES AT OF 20RlOPDIWweMGND. w O8 ApNAi tsass; a TUTS 10/30/13 OZ491 OF 10 I A HI 98" MAX FRAME MOTH ANCHORS TO BE EQUALLY SPACED AN RS PER LOCATION SEE FOR NUMBER OF LOCATIONS REQUIRED 6' MAX 1 6' MAX a' LAX AME IGNT L 6' MAX 6" MAX SERIES 420 SGD ROMFORCED WITHOUT ADAPTER EXTSVOR NEW DESIGNPRESSURBRAnw &vACTRAm* t U OPSF Mw W71NY-f=aL SEE C"M 01.00 i2 FOR OMER LINKS RAMW DfismpRES3URERATING wACTRATMR3 25.01-2&6PSF +`ME WmI Y-tv= SEEown 4l ompsFmonzRUMTSRAnAR78 C1fARr7Y KWSIE WA7M JNF6.7RITXW RESl$rANCE IS REQUIRED. c¢ a [HPGr1 Oedan prtpian chart" tram wrdam Fftht aay Sam Tan 7LO 42a SAM 4ay Jam Plan N.9 Poe Nap ae tl e. a9 o 1 40.0 1 UA 40.0 G" f 470 f0552 Lap 4W 410 JaA J0. y 4ob 37.1 1 37.1 oaa afa 1 0 0 CIIAW02 wmf Ua2'SRL WNEREWAm wxrmnm RISS1 MCM NOT REOUIRM SEE NOTE B SHEEr I 04'' 7Q704CimliC7 OEM to rz c m 7 Ei6!• Eta I EMM pESn11PImN WC I W'ivvo ADDED MONDE AND FIN IN5ITLLATION 1 12/10/13 1 RL C1fAR O ww I•w= WHEREWAmtlJ m4TOlRESISTMOEISRECUIREO. K unrr a curry QE: r•M MMUZ- •INITE-z7• oDDDE2 iQ E!Q:*:i CHARTl4 WlINY• 12'Sll K% VW WATERWMMATAW RESISTANCE 13 NOTREOMEO. SffNOTEBSHEETY Mdgn pro=" eherf aue aftumnalardludRuavmh Rrne RO aaa 00 4s o ao Paa I Nag I Poi I xae Pas al4p Pas xg 44. 0 7b 7b 7 J 77A 7f.1 71A ata 7e2 2 SLa 4ax fie 3 2 7D] ia. o 40.7 1 40.7 1 353 s t. mne0r olfodmrroeaeaearae+fired w bPONam Tout Pro % Raab I 3&D 4to 4ay inoMo aw 0 x4s bme xas mee rlaa came ras f" 1 e a e e s a e AL 1 0 7 e a e a e no 5 6 e 6 e a e a e a e 6 a e e MI WINDOWS1001 W. CROSBY0 RD LLC ` S :R .'t oi CARROLLTON. TX 75008 r,•\GENS,9d1 SERIES 420 SGO REINFORCED WITHOUT ADAPTER Q EOF - 86' x 98' _toma` ELEVATION4_ — V. L 1 08-022A9 1 NTS IME 10/30/13 *T2 OF 10 96' MAX FRAME WIDTH ANCHORS TO BE EQUALLY SPACED 2) ANCHORS PER LOCATION SEE CHART #6 FOR NUMBER OF LOCATIONS REQUIRED 6 MAX 8' MAX 1 S' MAX 8` AX WE GHT 6' MAX SERIES 420 SW REINFORCED WITHOUTADAPTER EXTEWRVIEW OSM PRFSSURPRAT= DWACT RATIO M.OPSF NONE VmH2•Tiars¢L SEECHARTS Of AM #2SHE%72 FOR OTHER IINTTS RATWSS OMWIPRESSURERtTEW DNPACTRATIN3 25.0-28.SPSF hWE WITH 1-twsIIl SSE CRAM RAND 54 SMR7: 2 FOR 0719 R UNITS RATMS I F V 1 oisOPlm9 1 — I AP M-0 1 I A I ADDED RANGE AND FM IWEAU0014 1 12/10/13 1 RA. CHARTOs Afare6v eraacaar Ieapertr nquUM sl riwaesTmwuwlmdu P aao aao c o 1 4L0 SD,e H. JiraO Tto ste H6S 1eD sao HL4 .6mD f4D 4 a 0 a a 6 aL0 1 a 1.. a 6 6 a sa.o s c 4 a 0 a a a 2' 2 Wr SILL AWMINUM 600-75.Off THICK 5 3/8' -1 1 112` SILL AUAI(WM 5063-T3.0,55 THICK MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96' x 96' FIN ELEVATION V.L. NTS 08-07.249 10 1/2' MIN, EDGE DISTANCE Gill D8074 mOAIEAmm A ADDED FLANGE AND FIN INSTALLARON 1 12/10/13 1 ILL 1 3/8' MIN. WOOD FRAMING MENT OR 2X BUCK i BY OTHERS 10 1/4" MAX. SHIM 10 WOOD SPACECE EMBEDMENT MAYL SHIM - SCREW 1/2' MIN. EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II JJ LLJJ INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2KBUCK 043TALLATION NoTm 1. INTERIOR AND DCIFf0OR FINTSHM BYOTHOS, NOT SHWW'N FOR CLARITY. 2. pEAME7ERAND JOaVrSEALAMBYOTFE;STO HE DESX*JW N.4000RDANCEWOTNASTU E V 12 SILL TO BE SET IN A BED OF VU LKEM 116 CONSTRUCTION ADHESIVE OR EQUAL ME SHEET 3 DR SILL OPTIONS MIN. IENT 10 S WOOD FRAMING OR 29 BUCK BY OTHERS JAMB INSTALLA71ON DETAIL 141000 FRAMING OR IX M=90TALLATION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' x 95' FRAME INSTALLATION DETAILS A111! me f4 R L 06-02249 uE NTS IME 10/30/13 19=4 OF 10 E(Vg4f9c METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS DCTERIOR 1/4' MAX SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN 3ED OF VULKEM 116 NSTRUCTION ADHEWE EQUAL SEE SHEET 3 FOR SILL OPTIONS VERTICAL CROSS sECnoN NErAL S77IUclU wMTAUlA7ION NOTES 1. UN1'ERUORAND EXTEMOR RNISNE$ BY07HF ?A NOTSHOWNFORaARRY. 2 POUVETERAND JOINT SEALINFBYOTHERS TO BE DESIOIB:D UNACCORa4NOEWTTHASTME2f f2 T- 7/8' MIN. EDGE DISTANCE 10 SMS OR SELF DRILLING METAL STRUCTURE BY OTHERS olsaw+ oat urrmvm A ADDED RANGE AND FIN iNsy LLAl10N 12/10/13 1 RL 1/4' MAX r SHIM SPACE INTERIOR EkTERIOR JAMB INSTALLATION DETAIL METAL SMUCT URE MTAL IATTO N MI WINDOWS AND DOORS LLC loci W. CROSBY RD CARROLLTON. TX 75006 SERIES 420 SOD REINFORCED WITHOUT ADAPTER 96" x 96, FRAME INSTALLATION DETAILS ORO= OOC NS V.L 08-02249 WAZ TUTS I 04TE fO/30/13 w'mT5 OF 10 9"Ci'616 2 1/Y MIN. EDGE DISTANCE 1 1/4' MIN. EMBEDMENT CONCRETE/ MASONRY 1/4' MAX. BY OTHERS SHIM SPACE OPTIONAL I BUCK TO BE PROPERLY SECURED SEE NOTE 3 AW3/16'TAPCON SHEET 1 EXTERIOR INTERIOR SILL TO BE SET IN A BED OF WLKFM 116 CONSTRUCTION ADHESIVE OR EQUAL 3/16- TAPCON SEE SHEET 3 FOR SILL OPTIONS MASONRY/ CONCRETE BY OTHERS r . a, 1 1/4' MIN. EMBEDMENT i ! t •• _ 2 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCAETEWSONRYWSTAL LATION RlY6018 oesepm7mw are A pmm AODIM FLANGE MID FIN NSTALLATION 1 12/10/13 IR.L 1 1/4- MIN. EMBEDMENT r21/2• SHIM SPACE 4 11 1MERJOR MIN. I EDGE Y DISTANCE 3/16- TAPCON CONCRETE/MASONRY BY OTHERS EXTERIOR oPnoNAL ix BUCK JAMB INSTALLATION DETAIL TO BE PROPERLY CONCRETEA"SONRYWSTAUATxxJ SECURED SEE NOTE 3 SHEET 1 NOTE'^ 1. W ISRIORAND EXTERIOR FWISNES, BYOIHERS NOT SHOWN FOR CI.ARXTY. 2 PERIMETERANDJOAVrSEALINTBYOTHER4 TO BE DSMNEO W ACCORDANCEWUHASTM E21 M MI WINDOWS AND DOORS LLC NN P.11 ' o,,,// CARROLLTONW. RTXB75R006 r\'CENs If o *= SERIES420SODREINFORCEDWITHOUTADAPTER96' z 96" FRAME INSTALLATION DETAILS G:z y3QATDF4 7:* 5ORIOQ: eotteNaRevOB— OZ49 A NA 11 atFomrNTS1030/13 6 OF 10 WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW WOOD FRAMIN( OR 2)( BUC) BY OTHER MIN. DISTANCE 1 3/8' MIN. EMBEDMENT SHIM SPACE 10 WOOD SCREWS EXTERIOR LLD ILU INTERIOR VERTICAL CROSS SECTION WOOD FRAb(INO OR PX BUGC WSTALLATAON NOTES 1, WT@?IORAND EXI RIOR FiN1SNEs, SYOTHERS, NOT6HOWNFORCLAFM Y PERIMETER ANOJODYiSFaUNT 8YOTHERSTO8E OESMED INA000RAANCE /tTTFIASTM E2112 D BE SET IN OF VULK04 116 RUCTION ADHESIVE UAL SEE SHEET 3 FOR SILL OPTIONS MIN. ENT 1 3/8" MIN. EDGE DISTANCE 110 WOOD SCREYYS WOOD FRAMING OR 2X BUCK BY OTHERS DESCII IIWN are I •PPRW L ADOW FLANGE AND FIN INS% LMN I 12/10/13 IRL J r1 / 4' MAX. SHIM SPACE JAMB INSTALLAT701V DETAIL WOOD FRAMM OR298VCxLNSTAU ATXW MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75005 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' x 96" FIANCE INSTALLATION DETAILS DRtflk DNG in R Y.L. 08-02249 stets NITS IWE 10/30/13 DT7 OF 10 METAL STRUCTURE BY OTHERS f10 SMS OR SELF OR0.11NG SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/4' MAX. 1 SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR rSILL TO BE SET IN A BED OF WLKEM 116 ICONSTRUCTION ADHESIVE OR EDUAL VERTICAL CROSS SECTION METAL STRUCTURE /NSrAUATM NOTES: I. INTISWRAND OMER10R RNISNES, BY OTHERS, NOTSNOWNFDR CLARITY. 2PEROWFrERAND.O SEALANTBYOTNEWTOBE DESIGN® W ACCORMNCEWRMASTM E4(YI SEE SHEET 3 FOR SILL OPTIONS u a A I ADDED FIANDE AND FIN WSTMLAMON 1/4" MAX SHIM SPACE 7/8" MIN. INTERIOR EDGE DISTANCE I 110 SIAS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS L— EXTERIOR JAMS INSTALLATION DETAIL METAL Sfl;UCTVAE/MSTALLATICYV MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 420 SCO REINFORCED WITHOUT ADAPTER 96" x 96' FLANGE INSTALLATION DETAILS oMwro vm m V.L. I 08-02249 M" NTS I QKM 10/30/13 *wB OF 10 Z N*WW 10/T7 Rl. 2 1/2" MIN. EDGE OISTANCE 1 1/4" MIN. EMBEDMENT CONCRETE/ MASONRY 1/4" MAX. BY OTHERS SHIM SPACE OPTIONAL fixBUCK TO BE PROPERLY SECURED 4'vSEENOTE3 SHEET 1 3/18" TAPCON EXTERIOR W f U INTERIOR 51LL TO BE SET IN A BED OF VULKEM 115 CONSTRUCTION ADHESIVE 3/18" TAPCON OR EOUAL SEE SHEET s FOR SILL OPTIONS MASONRY/ CONCRETE BY OTHERS 1 1/4" MINT. a:• EMB[D, 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION C0NCRVEUASONRYINSTALJA7M RDtSXM pexim l,m+ L,al ,noimvEn ADDED FLANGE AND RN (IISTALUL110N 12/10/13 R.1.. 1 1/4" MIN. EMBEDMENT 1/4 MAK 2 1/2' ' : ` '! SHIM SPACE INTERIOR MIN. tiEDGE DISTANCE 3/18" TAPCON CONCRETE/MASONRY t BY OTHERS N. EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL Ix BUCK CONCRET19144SONWINgrALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. POERIORANDEtTER10R)RNISHEB, BYOTMERS NOTSHOWNFCR aARJTY. 2. PERLMEfER ANDJOALTSEALAWHY OTHERS TO BE DEBLONIDINA000RLNNCEM NASTMP2112 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. Tx 75006 v, SERIES 420 SOD REINFORCED WITHOUT ADAPTER 96" x 96' p FLANGE INSTALLATION DETAILS spa mtom arc Na aEv V.1- 06-0220 A V-49 MI5 1wx 10/30/13 IsKme OF 10 WOOD FRAMING -1 r 1/4 MAX BY OTHERS I SHIM SPACE INTERIOR r I 1 5/e' MN. U EDGE D]ST TRIM : ' , ° 1 1/4' MIN. MIN. EMBEDMENT a INTERIOR EMBEDMENT MASONRY/CONCRETE — BY OTHERS 13 WOOD IX BUCK BY OTHERS, SCREW EXTERIOR HOOK STRIP 1% BUCK TO BE PROPERLY SECURED 7/16MIN EDGE DISTANCE 3/16' TAPCON JAMB INSTALLATION DETAIL EXTERIOR PANEL INTERLOCK WOOD FRAMING OR 2X BUCK &ISTALLAWCAt HOOK STRIP INSTALLATION AUSONRY100NCREM 1 1/4' MIN. METAL STjTFRIP EMBEDMENT BY w000 w000 SCREW FRAMING BY OTHERS INTERIOR TRIM 1/ 4• MAX.1 3/B' MIN. SHIM SPACE M 7/ 1r MIN EDGE DISTANCE HOOK STRIP HOOKSCR DRIWNGW000tINTERLOCK S#10CR W SCREWSCREWPANELEXTERIOR PANEL INTERLOCK EXTERK)R EXTERIOR INTERIOR HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION 9C8UCK4V= FR4MIAK; METAL STRUC7URE VERTICAL CROSS SECTION WOOD FRAMNG OR 2X SUCK RWALLATTON FOR SU NSTALLATIONSEESHEETS Id NOTES. 1. WTE RAND E%TERUOA RNISHEA 8Y07HOWS, NOTSHOWNFOR CLARITY. 2 PL•MbXTERANDJOWT SEALANTBY07HERS TUBE DESIGNED 1NACCORDANCE 01 THASTL/ E2112 WIMNS 1L2' MIN. KV' o Oa1+11ot1 WE Aim EDGE DISTANCE A ADDED CII4RI9 03/06/12 R.L 6 REKStD PER WN TESTING 10/15/13 R.L 1 3/8MIN. C ADDED FLANGE NNSRUATIMS 11 (06113 R.L WOOD FRAMING fa4I ENT OR 2X BUCK BY OTHERS 1 3/8' MIN. 1 /4' MAX. 1/ 4' EMBEDMENT r SHIM SPACE 7MAJCSWM IN7ERIOR 10 WOOD SPACE 1/ 2" MIN. SCREW EDGE DISTANCE 0 a a EXTERIORINTERIOR10 WOOD SCREW O SILL TO BE SET IN 10 WOODCREW A BED OF 118 ION AD BREWCONSTRUCTIONADHESNEOR EQUAL SEE SHEET 2 FOR SILL OPTIONS W000 FRAMING OR 2X BUCK WOOD FRAMING JAMB INSTALLATION DETAIL BY OTHERS OR 2X BUCK 1Y000A4RMINGOAY)(BUCK/NSTAllAl10N BY OTHERS 1 3/8' MIN. EMBEDMENT VER77CAL CROSS SEC77CW W000 FR4MM OR PX BUCKRVrAIJ.ATIw MI WINDOWS AND DOORS LLC r111ITNUIFi t1001W. CROSBY RD y\? CARROLLTON, TX 75006 G ENs,;Los SERIES 430/"0 XIX SGID *• * NOTES: 143' x 96" REINFORCEO 1. 1NMAORAND WCMMORFWISNEs BYOTHMS FRAME INSTALLATION DETAILS o • TAT OF O. NOTSHOWNFCRCLARRY. OTHERSTOBE t m a ORL,` • ZPER(MMRANDJOINT'SEALAWSY DESfGNEOINACDORD,WGEWlTNA3fME2f1P 08-00503 ' sov.[ aa[ > I°iiuiu o`• NTS 02 23/09 3 OF 9 Air ReMU*a w otsamlcn WE .Roveo A AD= CW ITIS 03/b6/12 ILL 1/4. MAX B Rmmm PER NEV TESTING 10/15/13 RL MErAL STRUCTURE SHIM SPACE c ADDED F1A40E INSTAIAMON9 12/06/13 R.L BY OTHERS 1 4' MAX IM SPACE I 7/8' MIN. 10 SMS OR EDGE DISTANCE INTERIOR SELF DRIWNG T OSCREW a a EXTERIOR INTERIOR 10 SMS OR SELF OAS SILL TO BE SET IN A BED OF VULKE)A 116 CONSTRUCTION ADHESIVE 10 SMS OR OR EQUAL METAL SELF DRILLING STRUCTURE SCREW SEE SHIFT 2 BY OTHERS EXTERIOR METAL FOR SILL OPTIONS JAMB INSTAL ATIOIV DETAIL BY OTHERSBY 0Tfl17tS NErAi SfRU07UAElNSTALLA770N VEF177CAL CROSS SECTION METAL STRUCTUREWSTALLATTON Ml wlNOWS CROSBYND RDDOR$ U.0 l- ILO,,i'-. 10001 W. CARROLLTON. TX 75006 v`sv, v OENO,*- 0 J SERIES 430/440 XIX SGDNoTm I.PnB:UORAND xrERIORRNSFdM BYO"MP-% 443E 96' REINFORCED3 INSTALLATION DETAILS1 teNOTSNOWNFORCLARTY. FRAME W-TOOF aPERuErmANnicrasmAivrevommsToee OfiS4V D MACCORDAAW WUTNASiM 2211E PPAW?t ICA o11a No. REv 08 03 C O' F•:40R101;• NTS OZ 23/09 Imw4 OF 9 CONCRETE/ MASONRY BY OTHERS OPTIONAL IX SUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16- TAPCON MASONRY/ CONCRETE EY OTHERS 2 1/2- MIN. EDGE DISTANCE t ' ' • 1 1/4- MIN. EMBEDMENT EXTERIOR 1/4' MAX. J 1 1 /4' MIN. EUBmMEW 2 1/2 EDGE DISTANCE SHIM SPACE 3/16- TAPCON 3/16" TAPCON CONCRETE/MASONRY BY OTHERS INTERIOR SILL TO BE SET IN A BED OF WLKEM 115 CONSTRUCTION ADHESIVE OR EQUAL SEE SHEET 2 FOR SILL OPTIONS 1/4- MIN. EMBEDMENT VERTICAL GROSS SECTION RYINSTALL1710N 2 1/2' MIN. EDGE DISTANCE FWASIM m WE «,•,em A ADDED CRAM 03/05/12 ILL B REVISED PER NEW TESTING 10/13/13 RJ.. C ADDED FI.ANCE W5011LATHM 12/05/13 Rl 1/4- MAX. SHIM SPACE JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK OONORE7S111ASONRYINSTALLA710N TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTE* 1.AITMORAND L7 MIORRN04W,BYOTHERS Norm0IM FOR CLARITY. E pER/METER AND jowrsEALAN raYoTNERs To BE OESONED AVA000RaWCS WWASTM &112 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RO CARROLLTON, TX 75006 SERIES 430/ 440 XIX SGD 143' x 96' REINFORCED FRAME INSTALLATION DETAILS UKW: oRn Na F.A. 06-00503 NTS I 01 u.02/23/09 *0175 OF 9 p : STATE OF _ iIONA, 7L/ 1111 000 FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW EXTERIOR 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS i/2' MIN. I EDGE DISTANCE MIN. EMBEQMEM 1/4' MAX. SHIM SPACE 1 3/8' MIN EMBEDMENT 1/2' MIN. EDGE DISTANCE INTERIOR 10 WOOD SCREW SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EQUAL SEE SHEET 2 FOR SILL OPTIONS WOOD FRAMING OR 2X BUCKLBYOTHERS 1 3/8' MIN. EMBEDMENT VERTMAL CROSS SECTION IYOOO PRUPM OR ZKOUCKINSTALLA7TON 1VOTES: 1. ommoRANO E9413tIOR FINISNF$ 6YOVMM NOT SHOWN FOR CLARITY. 2 PUMMETERANDJOAYTSSUANTSYOTHERS TOBE PESIONEO INACOOROMICE 144ftHASTME7112 s UCKWwnow W= APMUOW ADDED CHARTS 03/016/12 R.L. REVISED PER NEW TEMG 10/15/W RL ADDED FLANGE INSTALL1MM 12/06/13 R.L 1 / 4• MAX. SHIN SPACE INTD410R EXTERIOR JAMB MTAU ATTON DETAIL W000 FRAMING OR V BUCK INSTALLATION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75006 SERIES 450/440 XIX SOD 143" x 96' REINFORCED FLANGE INSTALLATION DETAILS ORiaRu OWC N0. F. A. 08-00503 r-" NTS 02/23/09 —6 OF 9 1 I CANES A AOOID CKAM 03/06/12 RA - B ReAm PER NEW TESTN0 10/13/1a RL METAL STRUCTURE 1/4* MAX. C ADDED FIANf.E INSTAUAl10NS 12/00/13 R.L. BY OTHERS SHIM SPACE 1/ 4' MAX. r SHIM SPACE 10 SMS OR I O 7/8' MIN. SELFDRILLINGEDGE DISTANCESCREW JNT>=J410R INTERIOR EVERIOR 10 SMS OR SELF DRILLING SCREWS SILL TO BE SET IN A BED OF VULIE M 116 CONSTRUCTION ADHESIVE 010 SMS OR OR EQUAL METAL' SELF DRILLING BY OTHEHERS ormR(OR MErALSEE STRUCTUREFOR SHEET 2 SILL OPTIONS JMB INSTALLATION DETAIL BY OTHERS NJETALBIRUOTURBTNSTALLATION VEFMCAL CROSS SECTION YETAL STRUCTUPEINSfALLATim MI WINDOWS AND DOORS LLC1001 W. CARROLLTON,+ TX 75006 GENg 9d SERIES 430/440 XIX SG D NOTE'& tlNTER10RAND EXTERIOR FIVMMBYOTHEI 143' x 96' REINFORCED FLANGE INSTALLATION DETAILS E OF +w ZPPERIMMt'7ER RMJOAFrSSUANIBYOnfERSTOBE OMwr: pro ra Y F•ORN4. Gg OEMaNEDINA0=11DANCEWITHAb7ME9119 F.A. 08-00503 C i/` GNA` 1 `• SU' 1ENTSJUM02/23/09 ISW7 OF 9 CONCRETE/ MASONRY BY OTHERS OPTIONAL IX BUCK TO BE PROPERLY SECURED E NOTE 3 SHEET 1 EXTERIOR 3/16' TAPCON --N MASONRY/ CONCRETE BY OTHERS 2 1/2' MIN. EDGE DISTANCE I 1/4` MIN. EMBEDMENT 1/4' MAX. SHIM SPACE 3/16' TAPCON INTERIOR 1 1/4" MIN. EMBEDMENT 2 1/2' MIN. EDGE 015TANCE 3/16' TAPCON CONCRETE/MASONRY BY OTHERS SILL TO BE SET IN A BED OF VLILKEM 116 CONSTRUCTION ADHESIVE OR EOUAL SEE SWEET 2 FOR SILL OPTIONS 1 1/4MIN. EMBEDMENT VEATICALCROSSSECnO1V 2 1/2' MIN. CONCRETSUASONRI' mbT-it-nO If EDGE DISTANCE 1 / 4' MAX. r SHIM SPACE OPTIONAL. 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 MY oHsuaPION OK2 I AWFIM A AWED CHARTS W/06/12 RL B REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLANGE tMAL1ATI0NS 12/06/13 RL JAMB INSTALLATION DETAIL CONGRE15U1 A,SONAY R WTA W nCN NOTES 1. QVTEWOR AND EYTHPIOR P7MSmEA HYO HER% NOTSHOWN FOR CLARITY. P FERAIEYER MID JOPIT'SEALANT BYOTHEt3 TD 8E DEsxMW W ACODRDANaE W MASTM E2112 MI WINDOWS AND DOORS LLC 1001 W. CROSOY RD CARROLLTON, TX 75006 SERIES 430/"0 XIX SGD 143' x 96' REINFORCED FLANGE INSTALLATION DETAILS aRAar: one Im. F A. 08-00503 srac NTS — 02 23/09 —8 OF 9 11LTOWq i r•, y`C,ENSF` WftTAYP O. ;-r2 1 5/6' MIN. EDGE DIST. TRIM INTERIOR . MASONRY/CONCRETE BY OTHERS HOOK STRIP 11 1/4' MIN. j E•MBEOMFM 1X BUCK BY OTHERS, IX SUCK TO BE PROPERLY SECURED 6' EXTERIOR `PANEL INTERLOCK HOOK STRIP INSTALLATION AMSONRY100NORETB INTERIOR TRIM 1 3/6' MIN. EMBEDMENT' HOOK STRIP 10 WOOD SCREW EXTERIOR -'-- PANEL INTERLOCK HOOK STRIP INSTALLATION 2KBUCKIWOOD FRAAGM RE4LSON5 MY DESCRP ON we APPRNW A ADDED CHARTS 03/06/12 RS. 0 REVISED PER NEW 1biW0 10/13/13 R.L C ADDED FIANCE INSTALIATIONS 12/06/13 R.L METAL STRUCTURE BY OTHERS TRIM INTERIOR HOOK STRIP 10 SELF DRILLING SCREW PANEL EXTERIOR tHTFRLOCK HOOKSTRIP INSTALLATION NETAL 3TRUCR/RE NOTES: 1. (ME:MW AND E ffMOR FBYISKM BYOTHFAa NDTSNOWNFORCLAnW.. E p5wETERAND.NDWSEAL4NT9YOTHER3 TO BE DESIGNED INAOCOl00M MTTHASTM EV 12 MI WINDOWS AND DOORS LLC loot W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/440 XIX SGD 143' x 96' REINFORCED HOOK INSTALLATION DETAILS CRAW wo fro. F.A.03-00503 E NTS I O'm 02/25/09 lsmlzrg, OF 9 ffi A_r 10/27/2016 Florida Building Code ONine SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Slats 6 Facts ( Publications I FBC Staff I SCIS S-te Map I Links I Search Florida r Product Approval t: o1m) USER: Public User 6 ^Jrto'Jng/tm Product Aoomval Menu > ProdU[[ or Aoollcatlon Search > Aoolication List > Application Detail FL 1f 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 32S14 850)474-9890 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 J Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed lohn 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 21 Validation Checklist - Hardcopy Received Certificate of Independence FL9174 R11 COI Cert of Ind Scates 2011 s.odf Referenced Standard and Year (of Standard) Standard Year DASMA-108 2002 DASMA-115 2005 Equivalence of Product Standards Certified By Sections from the Code hops://www.floridabLulding.org/pr/pr_ppp dill.aspx7param=wGEVXQwt0quflljRfWxf6u7oinlOheH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 1/6 10127/2016 Florida Building Code ONine Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ummiary of Products FL # Model, Number or Name 9174.1 ISt20 / 6100 / 9100 #0228 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +26.90/-30.80 Other: 9174.2 I S120 / 6100 / 9100 #0229 Method I. Option D 04/06/201S 04/28/2015 05/04/2015 06/23/2015 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.3 i 5120 / 6100 / 9100 #0230 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +25.90/-28.80 Other: 9174.4 15120 / 6100 / 9100 #0231 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Description 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 11 0228 3189S8 P7.odf FL9t74 R11 It Track Suoolement Chart P10.odf FL9174 R11 11 WD1ambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 It 0229 318959 P8.odf FL9174 R11 If Track Suoolement Chart P10.odf FL9174 R11 11 WDlambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 RI1 AE ASTM A 6S3.odf FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes W Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 If 0230 318960 PLO.odf FL9174 R11 It Track Supplement Chart PLO.odf FL9174 Rll If WDlambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 Rl1 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Solid only - no glazing available. Installation Instructions FL9174 R11 11 0231 318996 PS.odf FL9174 R11 II Track Suoolement Chart PIO.odf FL9174 R11 II WDlambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AS ASTM A 6S3.odf FL9174 Rll AE Eval Reot 9100 rl s.odf FL9174 R11 AS FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes I9174.5 15120 / 61.00 / 9100 #0234 I9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Installation Instructions FL9174 R11 11 0234 319022 PS.odf FL9174 R11 II Track Suoolement Chart P10.odf FL9174 R11 11 WDlambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE S1737 hops://www.floridabuilding.org/pr/pr app dU.aspx?param=wGEVXQwtDquflJRfWxf6u7oini0heH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 216 10/27/2016 Florida Building Code Online Design Pressure: +43.20/-49.60 Created by Independent Third Party: Yes Other: Evaluation Reports FL9174 RI AE ASTM A 653.odf FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.6 5120 / 6100 / 9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 H 0235 319023 P6.odf Approved for use outside HVHZ: Yes FL9174 R11 If 319040 P1 Post.odf Impact Resistant: Yes FL9174 R11 11 Track Suoolement Chart P10.odf Design Pressure: +39.20/-43.70 FL9174 R11 II WDJambSuoolementP16 s.odf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf F1,9174 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 9174.7 5120 / 9100 #0232 18' Max width. 8'-9" Max height. Max section height W. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0232 318999 PS, ad Approved for use outside HVHZ: Yes FL9174 R11 II Track Suoolement Chart PtO.odf Impact Resistant: No FL9174 Rll It WDJambSuoolementP16 s.odf Design Pressure: +12.40/-13.80 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R11 AE ASTM A 6S3.odf door. FL2174 RLL AE Eval Reot 9100 rl s.odf FL9174 RI1 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.8 5120 / 9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 11 0233 319000 PS.odf Approved for use outside HVHZ: Yes FL9174 R1 t Il Track Suoolement Chart P10.2df Impact Resistant: No FL9174 R11 H WDJambSuoolementP16 s.odf Design Pressure: +18.50/-20.70 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R11 AE ASTM A 6S3.odf 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 90236 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 RI1 If 0236 319024 P6.odf Approved for use outside HVHZ: Yes FL9174 R11 II 319040 PL Post. odf Impact Resistant: Yes FL9174 R11 It Track Supplement Chart P10.odf Design Pressure: +30.00/-33.50 FL9174 R11 If WDJambSuoolementP16 s.odf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 RLL AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.10 5120 / 9100 #0237 18' Max width. 8' Max height. Max section height 21'. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 If 0237 319025 P6.odf Approved for use outside HVHZ: Yes FL9174 R11 If 319040 P1 Post.odf Impact Resistant: Yes FL9174 R11 II Track Suoolement Chart P10.odf Design Pressure: +39.20/-43.70 FL9174 R11 It WDJambSuoolementP16 s.odf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 kit AE Eval Reot 9100 r1 s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes hops:/Avww.floridabuilding.org/pr/pr app 01.aspx.param=wGEVXQwtDqufllJRfWxf6u7oinlOheH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 316 10127/2016 Florida Building Code Online 19174.11 15120/5140/6100/9100/9400/9600 I9' Max width. 10' Max height. Max section height 24". Glazing tt0600 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +26.90/-30.80 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R11 If 0600 319026 P4.odf FL9174 RIL If Track Suoolement Chart P10.odf FL9174 R11 It WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf 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 9174.12 15120/5140/6100/9100/9400/9600 19' Max width. 10' Max height. Max section height 24" Glazing 1F0601 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +41.00/-46.30 Other: Installation Instructions FL9174 R 1 t It 0601 319027 P4.odf FL9174 R11 It Track Supplement Chart PLO, odf FL9174 R11 II WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 6S3.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL2174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes I9174.13 15120/5140/6100/9100/9400/9600 116' Max width. 10' Max height. Max section height 24". Glazing tf0602 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R11 11 0602 319028 P5.odf FL9174 R11 11 Track Suoolement Chart P10.odf FL9174 Rll It WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 6S3.odf FL9174 R11 AE Eval Reot 9100 rt s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 20t4s.odf Created by Independent Third Party: Yes 9174.14 15120/5140/6100/9100/9400/9600 116' Max width. 10' Max height. Max section height 24'. Glazing 1t0603 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +23.00/-25.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R11 It 0603 319029 PS.odf FL9174 R11 It Track Suoolement Chart PIO.odf FL9174 R11 If WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R I I AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 rt s.odf EL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.15 15120/5140/6100/9100/9400/9600 116' Max width. 8' Max height. Max section height 24" Glazing 1f0604 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: Installation Instructions FL9174 R11 II 0604 319030 PS.odf FL9174 RIL It 319040 PL Post.odf FL9174 R11 II Track Suoolement Chart P10.odf FL9174 Ril It WDJambSuoolementP16 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 6S3.odf FL9174 R11 AE Eval Reot 9100 rt s.odf FL2174 RIL AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.16 5120/5140/6100/9100/9400/9600 18' Max width. 10' Max height. Max section height 24". Glazing 0605 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 RI1 It 0605 319031 P4.odf Approved for use outside HVHZ: Yes FL9174 RI L If Track Suoolement Chart P10.odf Impact Resistant: No FL9174 R11 11 WDJambSuoolementP16 s.odf Mps://www.floridabuilding.org/pr/pr_app dll.aspx?param=wGEVXQMDqufllJRfWxt6u7ojnl0heH%2bRKJkizESWxAzegKuYBGeGQ%3d%3d 4/6 10'27/2016 Florida Building Code Online Design Pressure: + 15.30/-17.00 Other, Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL2174 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 19174.17 15t20/5140/6100/9100/9400/9600 I IS' Max width. 8' Max height. Max section height 24" Glazing 0606 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant, No Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.18 I5120/5140/6100/9100/9400/9600 tf 0609 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: 9174.19 1 5140/6100/9400/9600 #0608 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.20 1 5140/9400/9600 #0607 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.90/-28.80 Other, Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R11 11 0606 319032 P6.odf FL9174 R11 11 30040 P1 Post.odf FL9174 R11 11 Track Suoolement Chart P10.odf FL9174 R11 II WD]ambSuoplementP16 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports EU174 R11 AE ASTM A 653.odf FI_9174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes IS' Max width. 8' Max height. Max section height 24" Solid only - no glazing available. Installation Instructions FL9174 R11 It 0609 319035 PS.odf FL9174 R11 u 319040 P1 Post.odf FL9174 R11 lI Track Supplement Chart P10.odf FL9174 R11 11 WD]amb5uoolementPl6 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R1.1 AE ASTM A 653,odf 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 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R31 It 0608 30034 P4.odf FL9174 RI I It Track Supplement Chart P10.Odf FL9174 R11 It WD]ambSuoolementP16 s.odf Verified By: John E Scates P.E. FLORIDA PE 51.737 Created by Independent Third Party: Yes Evaluation Reports FL9174 RI AE ASTM A 6S3.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 11 0607 319033 PS.odf FL9174 R11 11 Track Supplement Chart PI0.odf FL9174 R11 11 WD]ambSuoolementP16 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 6S3.odf FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes Contact lls .. 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: SSO-487-1824 The State of Florida is an AA/EEO employer Coovnaht 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 pubhc-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 139S. *Pursuant to Section 455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Oepartment with an email address of they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to Supply a personal address, please provide the Oepartment with an email address which can be made available to the public. To determine of you are a licensee under Chapter 455, F 5 , please dick be . Product Approval Accepts: hitps://www.floridabLdiding.org/pr/pr app dU.aspx?param=wGEVXQwt0qu01JRfWxf6u7oinl0heH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 5(6 10/27/2016 Florida Building Code Ordine Rra Credit Card Safe htlps://www.floridatxrilding.orglpr/pr app ol.aspx?param=wGEVXUMDqufllJRtWxf6u7oinl0heH%2hRKJkizESWxAzegKuYBGeGQ%3d%3d 616 A Division of Overhead Door Corporation Jamb Connection Supplement This document provides a series of connection schedules and basic detailing concepts for the connection of garage door jambs to building frames with the use of various fasteners. DASMA Technical Data Sheet TDS-161 may be used as an alternate to this document. P/N 324620 Rev. P16 SCHEDULEI 5/16" DIAMETER LAG SCREWS MAXIMUM SPACING OF LAG SCREWS PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY - 0.55 DOUGLAS FIR SPECIFIC GRAVITY - 0.46 SPF SPECIFIC GRAVITY - 0.42 LOAD PER JAMB LB/FT NorE 3 100 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 1 7 1 6 N\ p'j; ENaS. e rF4,,i No. 51737 i tk i• STATEOF1Q. tNZ jp iOR OP p N SSION ` 111 1. BASED ON 5/16' DIAMETER LAG SCREWS WITH 1.1/2" O.D. WASHERS WITH A 1-9/32" THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. 2. PROVIDE QUANTITY OF LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) LAG SCREWS PER JAMB. LAG SCREWS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/It 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x4 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. MINIMUM EDGE DISTANCE SHALL BE 1/2", MINIMUM FASTENER SPACING SHALL BE 1-1/2". AND ALL HOLES SHALL BE PRE -DRILLED TO PREVENT SPLITTING. 8. LAG SCREWS SHALL CONFORM TO ANSI / ASME STANDARD 1318.2.1. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:56:33-06'00' John E. Scates. P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULE2 16d COMMON WIRE NAILS AND 16d THREADED HARDENED -STEEL NAILS MAXIMUM NAIL SPACING PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY - 0.55 DOUGLAS FIR SPECIFIC GRAVITY - 0.46 SPF SPECIFIC GRAVITY - 0.42 LOAD PER JAMB LB/FT "ore 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 n/a n/a n/a 10111111IN 0. No. 51737 i i •O STATE OF LOR s&IONAL ? ` 11 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 ENO 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 = 16h LOAD PER JAMB = 30psf x 16ft/2 = 240lb/fl 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, ENO DISTANCES AND SPACINGS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. Digitally signed by John E. Scates, P.E. ADDroved Date: 2015.02.20 09:56:58 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 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)"' 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 1 11 14 16 760 11 13 16 780 10 13 16 800 10 13 15 p' I;? cENaF No. 51737 s 0 STATE OF 0% 0NA `?` iIII BASED ON 3/8"0 A307 HEADED OR HOOKED (1.69" MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 2" O.D. WASHER WITH A MINIMUM EMBEDMENT DEPTH OF WAND A MINIMUM EDGE DISTANCE OF 3". PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 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 = 30pst x 16W2 = 240lb/ft 4. CHART IS BASED ON 6'-6' MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. Digitally signed by John E. Scates, P.E. Aooroved Date: 2015.02.20 09:57:27-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE S1737 TX PE 56308/F2203 Revision P16 SCHEDULE 4 3/8"0 SIMPSON TITEN HD SCREW ANCHORS MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB/FT Nore. 2500 PSI CONCRETE"orE I 4000 PSI CONCRETE "oTE' 2000 PSI GROUT FILLED CMU"ore 2 100 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 800 16 17 N/A J1,, i No. 51737 STATE Of Ftoa oP 1. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4" O.D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4". 2. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4" O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4", A MINIMUM EDGE DISTANCE OF 4", AND A MINIMUM END DISTANCE OF 4". CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6' FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 2401b/ft 5. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. Aooroved Date: 2015.02.20 09:58:01-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULES 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB/FT"oTE4 2500 PSI CONCRETE"orE' 4000 PSI CONCRETE"oTE' 2000 PSI GROUT FILLED CMU"oTE2 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 16 400 24 24 16 420 24 24 16 440 24 24 16 460 24 24 16 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 24 24 8 580 24 24 8 600 23 23 8 620 22 22 8 640 22 22 8 660 21 21 8 680 20 20 8 700 20 20 8 720 19 19 8 740 19 19 8 760 18 18 8 780 18 18 8 800 17 17 8 N N°F rF No. 51737 i O STATE OF 4- FSS ONA - ? 111j 1. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4" O.D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2" AND A MINIMUM EDGE DISTANCE OF W. 2. BASED ON 3/8'0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4" O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2" AND A MINIMUM EDGE DISTANCE OF 4'. ONLY ONE ANCHOR PER MASONRY UNIT CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHORS PER JAMB. ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6' FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16It LOAD PER JAMB = 30psf x 161t/2 = 240lb/It 5. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:58:27 -06'00' John E. Scales, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE S1737 TX PE 56308/F2203 Revision P16 ae® Balton 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 1 No. 51737 0 111 STATE OF S&IONA . ?` IIII Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:58:53-06'00' JOHN C SCATES, PE 3121 FAIRCATE DR. CARROLLTON. TX 75007 FL PE $1737 IX PE 56306/F2203 PROFESSIONAL ENOIQER•S SEAL PROVIDED ONLY FOR VERN1CAnON OF WROLOAD CONSIRUCTIa DETAILS 1 6- MAX FASTENERS PER SCHEDULES I THRU 4 MINIMUM 2.4 STRUCTURAL GRADE LUMBER FOR MAXIMUM ATTACHMENT TO SPACING WOOD SUBSTRATE OR MINIMUM 2.6 FOR ATTACHEMENT TO CONCRETE AND GROUT FILLED CMU, TYP SEE DETAILS 1, 2, AND 3 REWIRED FOR VERTICAL POST REINFORCING SYSTEMS. DOOR HEIGHT 6" MAX. J DooR YnDTH MINIMUM 2.6 /3 HEADER LOCK SOUTHERN PINE BRACKET LUMBER. 1" 1" 2-3/4' 2) 3/8" SIMPSON 71TEN HD SCREW ANCHOR WITH A 1 1/4' WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4 DETAIL I MINIMUM 2500 PSI CONCRETE dQtL MAXIMUM DESIGN LOAD CAPACITY OF 2085 LBS. MINIMUM 2.8 /3 Q HEADER LOCK SOUTHERN PINE BRACKET LUMBER 4) 3/8" SMPSON TITEN ND SCREW ANCHOR WITH A 1-1/4" WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 4'. DEIAm 2 MINIMUM 2000 PSI GROUTMINIMUMPSIGROUTFILIEO NOTF: MAXIMUM DESIGN LOAD CAPACITY OF 2400 LBS. MINIMUM 2.6 /3 rQ HEADER LOCK SOUTHERN PINE ( BRACKET LUMBER. I 4) 3/8- DIA LAG SCREWS WITH 1-1/4' OD. WASHERS LAG SCREWS SHALL HAVE A MINIMUM PENETRATION OF 1-9/32" INTO THE MAIN SUPPORT MEMBER RUCTURE DETAIL_] MAXMUM DESIGN LOAD DATE CAPACITY OF 2430 LBS SHEET 1 OF 2 REVISIONS NAME DRAWING PART No. REV. JAMB CONNECTION SUPPLEMENT 324620 1 P16 walpc® Balton 3395 ADDISON DRIA PENSACOLA. FLORIDA 32514 850) 474-9890 No.51737 O STATE OF l 4 gyp. ii0,` iirrrri Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:59:26-06'00' JOHN E SCATCS. PE 3121 FMRCATE OR CARROLLTCM, fu 730D7 EL PE $1737 fX PE 363N/F2203 PROFES90NAa ENONEER'S SEAL PROMDED ONLY FOII VERInCAnON OF UNDLOAD CasmucnON DEIA4S MIN 25W PSI CONCRETE W= MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESCH 2 3/4- OF SUPPORTING STRUCTURE SHALL MIN EDGE C BE THE SOLE RESPW9BRJTY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE O G 3/8- SIMPSON TITEN HD, 2-3/4- MIN EMBED. MIN 6' BETWEEN JAMB BRACKET LOCATION JAMB BRACKET 1/4-20.9/16- TRACK BOLT AND 1/4-20 HEX NU TRACK MIN 2 . 4 SPF (C-0.42) OR BETTER WALL STUD tLQM MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESCa OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE ---, 5/16- LAC SCREW WITH 1-9/32- EMBED IN CENTER OF STUD (t 1/4-) FOR EACK AJAMBBRACKETLOCATION JAMB BRACKET 1/4-20.9/16- TRACK BOLT AND 1/4-20 HEX HU TRACK DIRECT WOOD MOUNTING DETAIL MAX 420 LBS PER LAC FASTENER JAMB CONNECTION SUPPLEMENT 2 REIAS10NS DRAWING PART NO. REV. 324620 P16 The Genuine. The Original. g` • •° 1\ a April 28, 2015 Subject: ASTM A653-00 To Whom It May Concern: Ovarhoad Ooor Corporation 2S01 S State Hwy 121. Suite 200 Lowtsvillo, TX 7SO67 Phone 4695497100 fax 4695497281 ss%hv.overheaddoor corn This letter is to state that ASTM A 653-00 as tested in FL 9174 meets or exceeds the requirements of ASTM A 653-06. Please feel free to contact me if you need any additional information. Sincerely, Dwayne J. Kornish P.E. FL PE 77945 R P.•........... CeN •.i, W.77W ; f STATE OF ' X/: lO1ttOP •'•G r41YAl. E 1 , , •. Horton • . roncoOverheadDOOr.Corppration ASubsidiaryalSanvraHoaingsCorPot atbn ® .' John E. Scates, Professional Engineer June 10, 2011 Wayne -Dalton, a Division of Overhead Door Corporation 3395 Addison Dr Pensacola, FL 32514 Re: Evaluation Report for Residential Model 5140/9100/9600 family FL 09174-117 To Whom It May Concern: 3121 Fairgate Dr. Carrollton TX 75007 972) 492-9500 At the request of Wayne -Dalton, a Division of Overhead Door Corporation, I have reviewed the drawings and tests listed below. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSI/DASMA 115-2005 test procedures. The pressures listed on the drawings are a direct result of these tests. I have concluded that the construction shown on these drawings comply with the structural requirements of the 2007 Florida Building Code. I certify that I meet the requirements of "independence" as detailed in Florida Statute 9N-3.005. Code References 2007 Florida Building Code Section 1609 Wind Loads Section 1609.1.2 ANSI/DASMA 115 - Windborne Debris testing Section 1714.5.3.1 ANSI/DASMA 108 - Static windload testing Test Procedures Testing was conducted in accordance with ANSI/DASMA 108-2002 and 108-2005. ANSI/DASMA 108-2002 is forward compatible with ANSI/DASMA 108-2005. All tests included holding the door at design pressure for a minimum of 10 seconds, and achieving a 150% overload test" or "proof") pressure for 10 seconds. In addition, some of the doors were also tested for windborne debris according to ANSI/DASMA 115-2005. Not all windborne testing included glazing with the door panels. These are itemized in Tables 1 and 2. 0( tort 1 FL 09174-117 Test Reports ETC-06-976-17575.1, static per 108-02, dated 5/30/2006 ETC-06-976-18185.0, static per 108-02, dated 10/27/2006 ETC-06-976-19011.0, impact per 115-05, dated 4/25/2007 CTLA 1911W static 108-02 and impact 115-05, dated 10/21/2008 CTLA 1911W-3 static 108-02 and impact 115-05, dated 2/10/2009 CTLA 2020W static 108-05 and impact 115-05, dated 3/9/2010 CTLA 2020W-1 static 108-05, dated 3/9/2010 OHD/TREQ ETR 06182-2 static 108-05, dated 5/26/2011 ETC = ETC Laboratories, 297 Buell Rod, Rochester, NY Testing was conducted by ETC at Wayne -Dalton Test Facility in Pensacola, Florida. CTLA = Certified Testing Laboratories, Architectural Division, 7252 Narcoossee Rd., Orlando, FL Testing was conducted by CTLA at Wayne -Dalton Test Facility in Pensacola, Florida. OHD/TREQ = Overhead Door's TREQ facility in Dallas, TX. This facility had a current accreditation per ANSI/IEC/ISO 17025 at the time of testing, listed with International Accreditation Service, Certificate No. TL-368. Installation Instructions The drawings provide installation instructions peculiar to windload reinforcement. In addition, Drawing 307494, Rev P10, provides supplemental track assembly details. Jamb attachment: Methods of securing the door to the mounting surface is detailed in the Jamb Connection Supplement, P/N 324620, Rev P9. This Evaluation Report does not address design of the wall/jambs themselves. These drawings only illustrate common means to attach the door to the jambs. Walls and Jambs should be designed (by others) to withstand the loads imposed by door onto the building. Additional information is available in DASMA Technical Data Sheet TDS-161 at www.dasma.com. c yk,,,,,,. rA—w5) 2 (0AoM Drawings TABLE 1. FL 09174-R7 Drawing Option Width Height psf Impact Glazing Glazing Static Impact Door Avail Impact Test Test Avail 318958 0228 9 8.75 26.9/-30.8 Yes Yes Yes 17575 19011 Rev P7 318959 0229 16 8.75 15.3/-17.0 No Yes No 17575 Rev P8 318960 0230 16 8.75 25.9/-28.8 Yes Yes Yes 17575 & 19011 Rev P10 1911W3 & ETR6182-2 318996 0231 16 8.75 30.0/-33.5 Yes No No 1911W 1911W Rev P5 318999 0232 18 8.75 12.4/-13.8 No Yes No 17575 Rev P5 319000 0233 18 8.75 18.5/-20.7 No Yes No 17575 Rev P5 319022 0234 9 8.75 43.2/-49.6 Yes Yes Yes 17575, 19011 & Rev P5 18185 & 1911W3 1911W3 319023 0235 16 8 39.2/-43.7 Yes Yes Yes 17575 & 19011 Rev P6 18185 319024 0236 18 8 30.0/-33.5 Yes Yes Yes 17575 & 19011 Rev P6 18185 379025 0237 18 8 39.2/-43.7 Yes Yes Yes 7575, 19011 & Rev P6 18185 & 1911W3 1911W3 A—GWD Ito/t, FL 09174-117 TABLE 2. Drawing Option Width Height psf Impact Glazing Glazing Static Impact Door Avail Impact Test Test Avail 319026 0600 9 10 26.9/-30.8 No Yes No 17575 Rev P4 319027 0601 9 10 41.0/-46.3 Yes Yes Yes 17575 & 2020W Rev P4 2020W 319028 0602 16 10 15.3/-17.0 No Yes No 17575 Rev P5 319029 0603 16 10 23.0/-25.0 No Yes No 17575 Rev P5 319030 0604 16 8 39.2/-43.7 Yes Yes Yes 17575 & 19011 & Rev P5 2020W 2020W 319031 0605 18 10 15.3/-17.0 No Yes No 17575 Rev P4 319032 0606 18 8 30.0/-33.5 No Yes No 17575 & Rev P6 2020W-1 319033 0607 16 8.75 25.9/-28.8 No Yes No 17575 Rev P5 319034 0608 18 8.75 18.5/-20.7 No Yes No 17575 Rev P4 379035 0609 18 8 39.2/-43.7 Yes No No 17575 19011 Rev P5 F.Rjw 4 (o(tb / t1 FL 09174-R7 Model Descriptions Model 5120/9100 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior polylaminate skin, having a thickness of 1.1" for sections with a maximum height of 21" and a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in -place ribs and a stamped or flush facer design. Model 5140/9400 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior polylaminate skin, having a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in -place ribs and a W deep recessed facer panel that may use optional decorative trim. Model 9600 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior galvanized and painted 32 gage skin, having a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in -place ribs and a stamped or flush facer design. Model 6100 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior polylaminate skin, having a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in -place ribs and a flush facer design with %:" MDF decorative overlay. 5 "'60 t1 FL 09174-117 Additional Limitations The drawings cited above are an explicit part of this evaluation report. The text of this report does not attempt to address all design details, but relies upon the illustrations and text of these drawings and instructions as well. Selected products within this Evaluation have been tested for Windborne Debris according to ANSI/DASMA 115. Tables 1 and 2 indicate the Windborne Debris doors by a "Yes" in the Impact Door" column. Doors with available impact glazing are also indicated in these Tables. These products are not intended for the Florida High Velocity Hurricane Zone (HVHZ). Sincerely, cJojn E. Sca tes, P.E. ( Florida PE # 51737 3121 Fairgate Or. Carrollton TX 75007 John E. Scates, Professional Engineer fax (972) 492-0077 ( office (972) 492-9500 February 3, 2015 Wayne -Dalton, a Division of Overhead Door Corporation 3395 Addison Dr Pensacola, FL 32514 Re: Statement of Affirmation to FBC S`" Edition (2014) FL09174-R9 To Whom It May Concern: To the best of my knowledge, the products listed in FL 09174-R9 conform to the requirements of the 5" Edition (2014) of the Florida Building Code. I, John E. Scates, P.E., certify that I meet the requirements of "independence" as it relates to Wayne -Dalton (A Division of Overhead Door Corporation). Specifically, 1) 1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2) 1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3) 1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4) 1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Digitally signed by John E. Scates, P.E. Date: 2015.02.03 13:32:17-06'00' John E. Scates, P.E. Florida PE it 51737 NX No. 51737 O STATE Of VIlLoRto Z//SS ONA; VI1111 1. SHORT PANEL NON -IMPACT RESISTANT GLAZING OPTION - OW MINIMUM SSG GLAZING IN MOLDED FRAMES SCREWED TOGETHER MATN A MINIMUM OF (6) #&1- SCREWS INSTALLED IN IJ W N TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS DRAWING. GLAZING SHALL HAVE A MAXIMUM HEIGHT 13 W OF 13 75' AND A MAXIMUM LENGTH OF 15.75 . GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR WINO -BORNE DEBRIS REGIONS 16 GA 2. LONG PANEL NON-IUPACT RESISTANT GLAZING OPTION - 5 OW MINIMUM SSB GLAZING IN MOLDED FRAMES GLUED WITH A 1 BEAO OF BOSTIK 1100 OR EQUIVALENT UNDER THE OUTER FRAME AND SCREWED TOGETHER WITH A MINIMUM OF 10) J6.1' SCREWS INSTALLED N TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS 16 G UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS DRAWING, GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 13.75' AND A MAXIMUM IS NOT IMPACT SNENTTHOF3THEZIWIREMENTSANDDOESNOTMEETREFORWlMDnp-BORNGS/16.1 DEBRIS REGIONS GLAZED SECTOR REONRES 16 GA J-STRUT SCREW SCREWED TO LOWER INTEGRAL RIB OF SECTION AND OPERATOR JAY SOLE TO BE FACTORY INSTALLED. INSTALLER SHALL FIELD INSTALL (1) 1/{-1{.7/8' SELF DRILLING COMPOTE SCREW t0 1/4-20R9 ATTACH E J-STRUT TO THE INTEGRAL RIB AND OPERATOR BOLT AND 1 STILE AT THE CENTERLINE OF THE DOOR PER DETAIL F ON NUT AT EACH SHEET 2. BRACKET 3. IMPACT RESISTANT GLAZING OPTION - IMPACT RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS} GLAZING SMALL BE 1/4' MAXROLON-AR POLWARBONATE OR EGUAL. GLAZING SMALL HAVE A MAXIMUM HEIGHT Of 15.21' AND A YA 0MUM LENGTH OF 50.08". GLAZING IS IMPACT RESISTANT AND DOES MEET THE REQUIREMENTS FOR WINO -BORNE DEBRIS REGIONS. SEE DETAIL E ON SHEET 2 FOR ASSEMBLY DETAILS. GLAZED SECTION REQUIRES REINFORCEMENT BRACKETS 1S W EDATTACHEDTOU-BAR ON UPPER INTEGRAL RIB (SEE DETAIL G JAMBSHEET2). 18 GA J-STRUT SCREWED TO LOWER INTEGRAL RIB SEE SCHOFSECTIONANDOPERATORSTILETOBEFACTORYINSTALLED. WTY INSTALLER SHALL FIELD INSTALL (1) 1/4-14N7/8' SELF DRILLING CRIMPTITE SCREW TO ATTACH THE J-STRUT TO THE INTEGRAL RIB AND OPERATOR SALE AT THE CENTERLINE OF THE DOOR PER DETAIL F ON SHEET 2. KEY LOCK OR 4 VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 6' O.C. BOTH MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM REOUIRED WITH 7/16' TO MEET NEGATIVE PRESSURES. SEE NOTE LOCK S KEY LOCK, SLOE LOCKS. OR OPERATOR REQUIRED 6. SECTION SHALL BE CONSTRUCTED WITH FOAMED IN PLACE LOB (4)SPOLYURETHANEFOAMINSULATIONCKEMICALLY "DIED TO 30 GA MINIMUM FACER STEEL AND A POLYLAIINATE BACKER U-BAR ENO CAP TO HAVE A MINIMUM 1.1' DEPTH. ON DOORS SECTION OUA 7. THE DESIGN OF TIE SUPPORTING STRUCTURAL ELEMENTS SEE NOTES t SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF ON THIS RECORD FOR THE BUILDING OR STRUCTURE AND IN GLAZING OPTIONS. ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. 8, DOOR JAMB TO BE MINIMUM 2R6 STRUCTURAL GRADE LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE. 9. LOUVER OPTION - .040' MINIMUM LOUVERS IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM Of (6) OUT - SCREWS INSTALLED IN THE BOTTOM SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND 00 NOT MEET THE REQUIREMENTS FOR VAUD-BORNE DEBRIS REGIONS LOUVERED SECTION REQUIRES OPERATOR STILE TO BE FACTORY INSTALLED AT THE CENTERLINE OF THE DOOR. JOHN E. SCATES PE 3121 FAIRED TE OR CARROLLICN, TW 7500T R PC 51737 IV PC 36306/r2203 PROFESSKKi1AL ENGINEER'S SEAL PROMOEO ONLY FOR VCftXA" OF WINDLOAO CONSTOUCION OCTAILS 018Z ANGLE MG ANGLE ' YIN HORIZ TRACK 16Nt-S 6' MAN 3 AS , SHOWN) A YW VIER TRAP( LA AT EACH B BRACKET 16' TRACK 4-20 HEX JB JAMB LOCATION STIFFEN BRACKETS ELOULE FOR LocATaN, AND TYPE SUOE LOCO ENDS (NOT , OPERATOR 5). SLIDE SHOWN FOR CLARITY SOLD SEE SHEET LOCATIONS WITH OTHER NOTES AND 2, AND 3 SHEET FOR nGW.nGV Vn VVVn ,nV.ni GGN .nwn Vn EOUAL TO 12'-0'. JAM A EO DOORHEIGHT NO. OFSECTIONS NO. OF JAMB BRACKETS EACH JAMB) TRAOK TYPE LOCATION OF CENTERLINE OF JAMB BRACKETS MEASURED FROM BOTTOM Of TRACK (ALL DIMENSIONS t 2') 7'-0' 4 6 p JB . 13 (01). 25-1 JB . 34 JB . 45-14(01). 63 JB 7'- 0' 4 6 FAT JB , 10 JB , 21-3 4 JB , 28-3 { JB . 42 JB , 63-1 { JB 5'- 0- 5 6 01 JB , 13' (01). 23 JB , J{ JB . 47-14'(04). 35' JB , 67' OI , 75' JB G'-0' 5 B FAT JB , 10 JB , 21-3 4 JB , 29-34 JB , {B JB . 57-14 JB , 68 JB , 75-1 2 JB 6-0 IGH LIFT 0OF PITCH SEE NOTE BELOW JO) FOLLOWING DIMENSION DEN07ES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20 9/16' TRACK BOLT AND NUT. 0) FOLLOWING DIMENSION DENOTES OUIC( INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TTOO ATTACH TO TRACK. ALL DOORS WITH HIGH LIFT, ROOF PITCH, ANO/OR GREATER THAN B' IN HEIGHT REQUIRE USE Of CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX HEIGHT UNIFORM LOAD EACH JAMB (PLF) WOOR IDTH 16'-0' ALL207. 2/-230.4 14'-0' ALL 161. 3 -201,6 12'-0' ALL 155. 4-172.5 W-0' ALL 129. 5 -144,0 REVISIONS 4 CHANGES TO GENERAL RMAT AND CHANGED GAR FASTENER TYPE T ENO CAPS AND OTTOM RETAINER HANGED CENTER HINGE iENTIFICAT10N METHOD ZOM COLORED PAINT TO TAMPED NUMBER. RT 3/ 8/05 5 ADDED SUPERIMPOSED ESIGN PRESSURE LOADS N SUPPORTING TRUCTURE AND LARIFIED NUMBER OF LSTENERS AND CENTER iNGES REOUIREO FOR ARROWER DOOR WIDTHS. RB 5/10/06 5 ADDEO IMPACT ESISTANCE TO DOOR. DOEO MODEL 6100. ODIFIEO NOTE 8 TO rATE THAT LOUVERS RE NOT IMPACT ESISTANT. RT 6/6/ 07 ICKET SCHEDULE FOR OPTION. AOOEO LNR CK DETAIL SHEET 2. 4/17/08 ADDED MPJ 7STANT GLAZING. LED TEXAS LICENSE NBER TO TITLE BLOCK 1NGEO LOUVER NOTE REASED MAX HEIGHT 8'- 9'. ADDEO HIGH f AND ROOF PITCH CK NOTE. 1 7/ 22/08 UPDATED TITLE BLOCK 18/ 26/10 PANEL 3/15/11 Wayne® oMton STATIC PRESSURE RATINGS DESIGN ( PSF): +25.90/- 28.80 APPROVED SIZES MAX WIDTH, 16'-0' SCALE: N.T.S. DATE SIZE: A NAME TEST ( PSF): +38. 85/- 43.20 MAX HEIGHT 8'-9" DRAWN 3/8/06 GRT IMPACT/CYCLIC RATED (YES/ NO)- YES MAX SECTION HEIGHT: 21" CHECKED 4/6/06 MRS MODELS 5120/6100/9100 SHEET I OF 2 ISION OF OVERHEAD DOOR CORPDRAWING DEN5900L!aFLORIDSON A32514 Kelm 474-9990 PART NO 318960 REV. P10 WINDLOAD SPECIFICATION OPTION CODE0230 13 GA ADJUSTABLE TOP PLACE U-BAR OVER INTEGRAL RIB 13 GA ADJUSTABLE FIXTURE ATTACHED TO WITH THE (8) PRE -PUNCHED TOP FIXTURE PRE -PUNCHED HOLES / HOLES EACH ENO FACING UPWARD IN BOTTOM OF U-BAR AND ATTACH THRU ENO CAP AT WITH (2) 1/4-14.5/6' EACH ENO WITH (2) 1/4 -1/v7/8 / CRIMPTITE SCREWS SELF ORILLING CRIMPTITE SCREWS I FOR STANDARD TRACK AND (3) 0 1/4-14x7/8' SELF DRILLING CRIMPTITE SCREWS FOR LOW HEADROOM TRACK (2 OF WHICH °. ARE USED TO ATTACHED THE TOP BRACKET AS SHOWN). DETAIL A LOW HEADROOM TRACK DETAIL A 13 GA ROLLER SLIDE ATTACHED TO PRE -PUNCHED HOLES IN TOP OF U-BAR PLACE U-BAR OVER INTEGRAL RIB WITH WITH (2) 1/4-14.3/6' CRIMPTITE SCREWS. THE (6) PRE-PUNCHEO HOLES EACH ENO USE VIEWING HOLE IN SLOE TO ENSURE FACING UPWARD AND ATTACH THRU ENO PROPER ALIGNMENT OF ROLLERS CAP AT EACH ENO WITH (2) 1/4-14.7/8' SELF DRILLING CRIMPTITE SCREWS 15 GA HINGE ATTACHED TION: U-BAR PLACEDTOPDSECTIOHWITH1SCREWS /8' / RIBBON THE BOTTOM SHALL ONLY T17 SCREWS (2 OF BE ATTACHED THRU ENO CAP AT EACH WHICH AREWHICH ARE FACTORY ENO WITH (1) 1/4-1147/6' SELF DRILLING ATTACHED) CRIMPTITE SCREW LOCATED ON THE BOTTOM FLANGE OF THE U-BAR KOIL DUE TO CLEARANCES REQUIRED TO 2' NYLON STORMGARO INSTALL SCREWS AT THE ENOS OF THE ROLLER WITH O U-BARS• ALL U-8ARS SHALL BE 4-1/2' STEM INSTALLED ON SECTIONS PRIOR TO DETAIL B INSTALLING ROVER SUOES AND TOP FIXTURE ON THE U-BARS SEE ATTACHMENT NOTES ON THIS SHEET. 18 GA HINGE ATTACHED PLACE U-BAR OVER WITH (6) 1/l-20v5/8' INTEGRAL RIB AND ATTACH CRIMPTITE SCREWS (2 OF WITH 2 1//-20vs// CRIMP SCREWS lHRU WHICH ARE FACTORY PRE -PUNCHED HOLES ATTACHED. 3 OF WHICH HATINGEEACHINTERMEDIATEHINGE ARE FIELD INSTALLED INTO LOCATION (1 THRU FLANGETOPLEAF, AND I OF WHICH IS FIELD INSTALLED OF U-BAR AND BOTTOM THRU PRE -PUNCHED HOLE HINGE LEAF AND 1 THRU WEE OF U-BAR AND IN L1-BAR) DETAIL C INTEGRAL RIB OF SECTION) 12 GA BOTTOM BRACKET FACTORY ATTACHED WITH 0 3) 1/4-14v5 8' LACE U-8AR OVER INTEGRAL RIB WITH NOTCH DOWN TO CLEAR BOTTOMCRIMPTITESCREWS BRACKET AND ATTACH THRU END CAP AT EACH ENO WITH (1) 1/{-1lX7/B' SELF DRILLING CRIMPTITE SCREW AS FOR IMPACT RESISTANCE. SHOWN AND USE (1) 1/4-14.7/6' SELF BOTTOM BRACKET MUST BE DRILLING CRIMPTITE SCREW ACROSS THE SCREWED TO THE BOTTOM .• BOTTOM OF THE BOTTOM U-8AR AT U-BAR WITH EACH PRE -PUNCHED HOLE AT EVERY 2) 1/4-14v7/8' SELF DETAIL D LANCE LOCATION. USE (1) 1/4-204/6' DRILLING CRIMPTITE SCREWS. CRIMPTITE SCREW AT ALL OTHER SEE IMPACT BOTTOM BRACKET PRE -PUNCHED HOLE LOCATIONS. DETAIL T141S SHEET. A6v3/4' MIN STAINLESS SCREWS WITH STAINLESS BACKED RUBBER WASHERS 3-1/2' O.C. MAX 1/6' BEAD GE ACSSG4000I 1 SGa000At I ` STRUCTURAL SEALANT OR I USED ONLY ON IMPACT • ' GLAZED SECTION - 11 GA REINFORCEMENT , BRACKET ATTACHED WITH (!) 1/4-14x7/6' SELF DRILLING CRIMPTITE SCREWS (2 THROUGH BOTH BRACKET AND U-8AR) ol 1) 1/4-11X7/8' SELF DRILLING CRIMPTITE SCREW AT CENTER LINE OF DOOR THRU J- STRUT k OPERATOR BRACKET. NOTE- J-STRUT & SCREW ONLY REQUIRED ON LONG PANEL AND IMPACT GLAZED FACER STEEL- \ JOHN E. SCATES PE NON-STRUCTURAL 3121 FAIROATE OR. DECORATIVE INNER CARROLt TON. TX 75007 WINOOW TRIM FL PC 31737 rX PC 36J06/FZZOJ PROFESSWNAL ENGINEER'S SEAL PROIDEO ONLY FOR DETAIL E VERIFICATION OF WANIKOAO CONSTRUCTION 9ETAnS ATTACH BOTTOM BRACKET TO BOTTOM U-BAR WITH (2) 1/ 4-1140/8' SELF ORIWNC CRIMPTITE SCREWS IMPACT BOTTOM BRACKET 5) SECTION DOORS WITH ( 6) 3% 18 GA. 80 KSI U-BARS LOCATED OVER INTEGRAL RIBS AS SHOWN ---- SECTION DOORS WITH ( 5) 3', 18 GA. 80 KSI U-BARS LOCATED OVER INTEGRAL R113S AS SHOWN DETAIL F U- BAR ATTACHMENT NOTES 1. ALL U-BARS SHALL BE PLACED OVER INTEGRAL RIBS AND ATTACKED THRU PRE-PUNCHEO HOLES WITH (2) 1/4-14v5/8' CRIMPTITE SCREWS AT EACH INTERMEDIATE HINGE LOCATION. (2) 1/ 4-1107/6' SELF ORIWNG CRIMPTITE SCREWS AT EACH END CAP ( EXCEPT BOTH U-BARS ON BOTTOM SECTION - SEE DETAIL 8 AND 0 THIS SHEET). (2) t !-Is.5/8' CRIMPTITE SCREWS APPROXIMATELY MIDWAY BEtWEEN ENO OF DOOR AND INTERMEDIATE HINGE LOCATION. AND (1) 1/4-14v5/8' CRIMPTITE SCREW APPROXIMATELY 6' FROM EACH ENO. 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 EACI-L FOR DOOR WIDTHS LESS THAN OR EQUAL TO III 12'- O'. THERE SHALL BE A TOTAL OF (16) SCREWS ATTACHING EACH U-8AR EXCEPT BOTH U-BARS ON OTTOM SECTION NON- STRUCTURAL OECORATIVE SHALL HAVE A TOTAL OF (14) SCREWS EACH. OUTER WINDOW TRIM 2„ 'MTN THE EXCEPTION OF THE (8) PRE-PUNCNED HOLES IN THE TOP OF EACH ENO USED FOR ATTACHMENT OF THE ROLLER 1/ 4 POLYCARSONATE SLOES AND THE (6) PRE -PUNCHED HOLES IN THE BOTTOM OF EACH ENO USED FOR THE ATTACHMENT OF THE TOP FIXTURE AND UNLESS NOTED OTHERWISE ON THIS SPECIFICATION DRAWING. ALL PRE -PUNCHED HOLES IN ALL U-BARS SHALL BE ATTACHED TO THE DOOR WITH 1/4-14v5/6' CRIMPTITE SCREWS. 3. 18 CA U-BARS SHALL BE STAMPED '46' APPROXIMATELY 8' FROM EACH ENO. STATIC PRESSURE RATINGS APPROVED SIZES Wagne® OESIGN (PSF) +25.90/-28.80 MAX WIDTH: 16'-0' TEST ( PSF)• +38.85/-43 20 1 MAX HEIGHT 8'-9" Ordfon IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 2 MODELS 5120/6100/9100 FLORIDA 322514 I WINDLOAD SPECIFICATION OPTION CODE 0230 7•- 9890 - REVISIONS A CHANGES TO GENERAL RMAT AND CHANGED BAR FASTENER TYPE T ENO CAPS AND OTTOM RETAINER. HANGED CENTER HINGE AUGE AND ADDED iENTIFICATION METHOD ROM COLORED PAINT TO TAMPED NUMBER. RT 3/8/O6 5 ADDEO SUPERIMPOSED ESIGN PRESSURE LOADS N SUPPORTING TRUCTURE AND LARIFIEO NUMBER OF ASTENERS AND CENTER INGES REOUIREO FOR ARROWER DOOR WIDTHS RS 5/10/06 5 ADDED IMPACT ESISTANCE TO DOOR. DOER MODEL 6100 OOIFIEO NOTE 8 TO TATE THAT LOUVERS RE NOT IMPACT ESISTANT RT 6/6/07 ACKET SCHEDULE FOR T OPTION. ADDED LHR ACK DETAIL SHEET 2 T 4/17/08 ADDED IMPACT SISTANT GLAZING OEO TEXAS LICENSE MSER TO TITLE BLOCK ANGEO LOUVER NOTE REASEO MAX HEIGHT 6'- 9• ADDED HIGH T AND ROOF PITCH ACK NOTE. T 7/22/08 UPDATED TITLE BLOCK T 8/26/10 ADDED LONG PANEL GATE NAME 1 3/8/06 CRT ED 1/6/06 MRS SHEET 2 OF 2 DRAWING PART NO I REV 318960 1P10 REVISIONS 0 0 PLICE PLATE LOCATION SEE SCHEDULE 14" •» MAX I 12" MAX 12" MAX i I 12" MAX 12" MAX E CLIP DETAIL CLIP LOCATIONS SEE SCHEDULE 12" MAX tlllTRACKT CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. JOHN C. SCAIES, PE 3121 FUROAIE DR. CARROLLTON, IA 75007 FL PC 51737 IX PC 54306/F2203 PROFESSIONAL EmONEER•S SEAL PROVIDED ONLY FOR VERIFICATION OF NNOLOAD CONSIRUCDON DETAILS. 13 GA MIS CONTINUOI WALL ANG 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1 /4" X 7/16 SEMI TUBULAR RI VI TS 11 GA MIN CLIP SEE SCHEDULE 0.2 13 GA MIN CONTINUOUS WALL ANGLE TRACK TRACK -CUPS- TEXAS WALL ANGLE 12 FOOT o UPDATED SP3 6/11/03 P3 UPDATED FORMAT. 1 INCREASED ALLOWABLE PRESSURES TO 0` 46 DO/-52 00 PST FOR ALL DOOR WIDTHS 1 2O TRACK CHANCED 'TEXAS WALL r (3) /4"- ANGLE TO CONTINUOUS OR CARRIAGE BOLT WALL ANGLE' ADDED WITH 1/4"-20 NUT DDEETAIL, TECHANGED TO TITEN HD ANCHORS CRT 4/2/07 TYPICAL CLIP P4 CHANCED FORMAT. BOLTING DETAIL ADDED MODELS 9800 AND 8024 WITH OVERLAY 70 TRACK CLIP SCHEDULE. TRACK CRT 8/21/07 0 PS UPDATED MODELS LISTED IN CHARTS. 1 UPDATED SPLICE k CLIP SCHEDULES DLP 9/06/07 I P6 UPDATE MOUNTING e DETAIL ORAWINCS 1) 1/4"-20 TRACK GRT 10/05/07 OR CARRIAGE BOLT P7 UPDATED CHARTS TO ELIMINATE THE USE OF f WITH 1/4"-20 NUT WW111H 9 ACROSSPTHEBOARD) DLP 10/24/07 TYPICAL CLIP RIVETING DETAIL P8 UPDATED STEEL MOUNTING DETAIL MRS 04/11/08 P9 EXPANDED 1-1/2- TO 11 GA MIN CLIP 1-3/8" DOOR THICKNESS CHART/P18014' RICH. 1` SEE SCHEDULE R u l PIO UPDATED TITLE BLOCX CRT 6/2/10 1) 1/4 20 TRACKORLTRACKCARRIAGEBOLT WITH 1/4"-20 NUT TYPICAL CLIP WELDING DETAIL DESIGN PRESSURE CHART MAX DOOR WIDTH MAX PSF 9'-0" 46.0 PSF -52.0 P TRACK SUPPLEMENT SF SF way® DATE SF DRAWN 8/21/07 Im an CHECKED 8/21/07 SHEET j OF 3395 ADDISON DRIVE DRAWING PART NO. CHART PENSACOLA. FLORIDA 32514 307494850) 474-9890 REv. P10 2 3/4" t1" EDGE DIST MIN 3/16" THICK STEEL FOR MOUN E60XX MIN. 118 2-24 1/8 V 2-24 5/16" x 1-5/8" WALL ANGLE LAG SCREW OR EQUIVALENT INTO MIN 2 x 6 NO.2 TRACK CLI SPF (G=0.42) OR BETTER AT EACH 1 /4-20x9/16" HOLE OR PAIR OF TRACK BOLT AND HOLE LOCATIONS 1/4-20 HEX NUT MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL d WITH MIN. (1) 1/4-200/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDING d e CONCRETE MOUNTING DETAIL JOHN E $CATES, PE 3121 FNROATE OR CARROLLTON, TX 75007 FL PE 51737 TX PE 56308/F2203 PROFESSIONAL CNCimEtWS SEAL PROMDED ONLY FOR VERIFICATION OF WNGLOAD CONSTRUCTION DETAILS 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1 /4-20x9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP CLIP AND SPLICE PLATE SCHEDULE MODELS 8024 8124 WITH DECATRIM OVERLAY 2-1 2 THICK DOORHEIGH CLIP #'S FROM BOTTOM TO TOP SPLICEA # 7'-0" 7, 9, 9, 9, 9, 11 16 8'-0' 7, 9, 9, 9, 9, 11, 11 16 9'-0' 7, 9, 9, 9, 9, 11, 11, 11 18 10'-O' 7. 9. 9, 9, 9. 11, 11. 11. 13 18 11'-ON 7, 9, 9, 9, 9, 11, 11. 11, 13. 13 20 12'-0" 7. 9. 9. 9. 9. 11, 11. 11, 13, 13. 13 20 13'- 0" 7. 9, 9, 9. 9. 11, 11, 11, 13, 13, 13, 13 22 14'-0" 1 7, 9, 9, 9. 9. 11, 11. 11, 13, 13. 13, 13 1 22 MODELS 5200 8000 8024 8100 8124 8500 2 THICK DOOR CLIP #IS FROM BOTTOM TO TOP SPLICELICEHEIGH# 7'-0" 5, 6, 6, 7, 7, 9 12 8'-0' 5, 6, 6, 7, 7, 9, 9 12 9'-0' 5, 6, 6, 7, 7, 9, 9, 9 14 10'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11 14 11'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11 16 12'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11. 11 16 13'-0" 5. 6. 6. 7. 7. 9. 9. 9. 11. 11, 11. 13 18 14'-0" 5. 6. 6. 7. 7, 9. 9. 9, 11, 11, 11. 13. 13 18 MODELS 6100 8300 8700 (1-3/8" TO 1-5/8" THICK DOOR HEIGH7'-0' CLIP #IS FROM BOTTOM TO TOP SPLICELIEE 4, 4, 4, 4, 5, 6 8 8'-0' 4, 4, 4, 4, 5, 6, 6 8 9'-O' 4, 4, 4, 4, 5, 6, 6, 7 8 10'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7 8 11'-0" 4, 4. 4, 4, 5, 6, 6, 7, 7, 9 10 12'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7. 9, 9 10 13'-O" 4, 4, 4, 4, 5, 6, 6. 7, 7, 9, 9, 9 12 14'-0" 4, 4, 4, 4. 5, 6, 6, 7, 7, 9, 9, 9, 9 12 MODELS 9100 9400 9600 9700 9800 1 THICK DOOR HEIGHTECLIP #IS FROM BOTTOM TO TOP SLAICE 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 r10'-0" 4, 4, 4, 4, 4, 4, 4, 4, 4 1 6 RE VISIONS 2 INCH ACK-CUPS-TEXAS ALL ANGLE 12 FOOT DATED 3 6/11/03 UPDATED FORMAT. PEASED ALLOWABLE ESSURES TO 6.00/-52 00 PSF FOR L DOOR WIDTHS ANCEO 'TEXAS WALL CLE TO CONTINUOUS LL ANGLE' ADDED BSTRATE MOUNTING TAIL, CHANGED TO EN ND ANCHORS T 4/2/07 CHANGED FORMAT. DED MODELS 9800 D 8024 WITH OVERLAY TRACK CLIP HEOULE. T 8/21/07 UPDATED MODELS TED IN CHARTS DATED SPLICE h CLIP HEOULES P 9/06/07 UPDATE MOUNTING TAIL DRAWINGS. T 10/05/07 UPDATED CHARTS TO MINATE THE USE OF E I8 CLIP (REPLACED IH /9 ACROSS THE ARD) 10/24/07 UPDATED STEEL UNTING DETAIL B 04/11/08 EXPANDED 1-1/2- TO 3/8- DOOR THICKNESS ART UP 10 14' RICH T 12/11/08 3 ADDED MODEL VOID. DATED TITLE BLOCK T 6/2/10 Wayne® DATE NAME 1p'tOn DRAWN 1 8/21/07 1 CRT CHECKED 8/21/07 1 MR8 SHEET 2 OF 2 3395 ADDISON DRIVE PEN 850)A474 -32514 9890 DRAWING PART NO. 307494 REV. P 1 oTRACKSUPPLEMENTCHART Florida Building Code Online Page 1 of 2 I Professional r pepaMM1 r SCIS lame 1 tog In i User Registration i Not Top'cr I Submt Surcharge I Slats a Pacts I PubllCatlons ? fee Stan I SCIS Sloe Map ! Links I Search Busines * USER: Product ApprovalProfessiirialPuNicUser Regulation Product Approval Menu > Pmpu[[ car Applkatan Search > Application list > Application Detail FL # FL 19715 Application Type New Code Version 2014 Application Status Applied For Comments Archived D Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silveriine Drive North Brunswick, NJ 08902 800) 234-4228 Ext4644 lonberrlanoslbp.com Authorized Signature Jon Berrlan Jonberdan@slbp.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Validated By Window and Door Manufacturers Association Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WOMA/CSA 101/I.S.2/A440 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 02/16/2016 Date Validated Summary of Products FL # Model, Number or Name Description year 2011 2008 http://www. floridabLti idi ng.org/prlpr_app_dt[.aspx?parani=wGEVXQwtDgtvA%2bxmzk l ... 2/ 19/20 l 6 Florida Building Code Online Page 2 of. 2 19715.1 1 Series 2900/4900 Single Extruded Vinyl Single Hung Window Umits of Use Certification Agency Certificate Approved for use in HVH2: No FL19715 RO C CAC 2-4-16 CCL-_Ist.Odf Approved for use outside HVH2: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/16/2016 Design Pressure: N/A Installation Instructions Other: See Installation Instructions, SWD002, and Product FL1971S RO II SWD002 SS 2016-02-03.odf Evaluation Report, PER3947, for design pressures and Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Installation requirements. Created by Independent Third Party: Yes Evaluation Reports FL19715 RO AE PER3947 SS 2016-02-12.ndf Created by Independent Third Party: Yes contact gs :: 1 0 North Monroe Street Tallahassee FL 32399 Phone: 850. I17.1824 The State of Florida Is an AA/EEO employer. Cnavrloht 2007-2013 State of Flertda.:: Privacy Statement :: Accessibaav Satern :: Refund Statement Under Florida law, email addresses ate public records. It you do not want your e-ne9 address released In response to a publloreccrds request, do not send el=rank rtu0 to this entity. Instead, contact the office by phone or by traditional map. It you have any questions, please Contact 850.487.1395. 'Pursuant to Section 4SS.275(1), Florida Statutes, effective October 1, 201.2, licensees licensed under Chapter 455. F.S. must provide the Department with an er as address It they have one. The emails provided may be used for 011dal communication with the Qaernum However email addresses are public record If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 4SS, F.S., please dickh=. Product Approval Accepts: On CFe ! SAF E http://www.floridabuilding.orglpr/pr app_dtt.aspx?param=wGEVXQwtDgtvA%2bxmzkl... 2/19/2016 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLANON ANCHORS WITHIN A TOLERANCE OF SIn INCH I HE DEPICTED LOCATION d SPACING IN THE ANCHOR LAYOUT DETAILS I.E, WITI(OUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT, 4. SHIM AS REQUIRFO AT EACH INSTALIATION ANCHOR WITH LOAD BEARING SHIMS). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH. SHIM WHERE SPACE OF 1116INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE AD WOOD SCREWS OR I l GAUGE ROOFING NAILS 09 Lod COMMON NAILS OF SUFFICIENT LENGTH TO ACHIEVE 2.1 2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN. 3/r EDGE OLSTANCE. G. FIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE AS SEIF•TAPPING SCREWS, OF SUFFICIENT LENGTH TO ACHIEVE A MiNIA4UM OF 3 R 0.Nu RATION BEYOND METAL WALL INSTALLATION SHALL MAINTAIN MIN. 3/8' EOGE DISTANCE 7. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 410 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/2INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. S. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH IX BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETB/MASONRY, USE 3/16IN04 TER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1.2/4INCH MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN. 13/4' EDGE DISTANCE. 9. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE AIO SELF-TAPPIIJG SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM F 3 TIIR AOS PENETRAIION BEYOND METALWALL 10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUCING BUT NOT LIMITED TO STUCCO, FOAM. BRICK VENEER, AND SIDING. SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE STH EDITION 2014) FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WOMA/CSA 101/1.5.24440-C&M 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, ZX FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS OF BUCK INSTALLATION, 4. THE INSTALLATION DETAILS DESCRIBED HERON ARE GENERIC AND MAY NOT REFLECT ACTUAL CONOMO14S FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTILLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZAREAS IN HVIR AREAS, ONETIME PRODUCT APPROVAL TO BE DRTAINED FROM MIAMI-DADE ROT OR AM, 11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. COATING. 6. WINDOW FRAME MATERIAL; PVC 12. FOR HOLLOW BLOCK AND GROUT FILLED BLOOD 00 NOT INSTALL 7. IN ACCORDANCE WITH THE STH EDITION F8C, WOOD INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATEDFROMFREEEDGEOFCLOCKOREDGEOFMORTARJOINTINTOFACESHELLOFORSHALLBEOFAOURABLESPECIESASDEFINEDINBLOCK. CHAPTER 23. 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR S. GLASS MEETS THE REQUIREMENTS OF ASTM E 13WMANUFACTURER'S INSTALIATION INSTRUCTIONS. AND ANCHORS SMALL NOT BE GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS. USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD• MINIMUM SPECIFIC GRAVITY OF 0.55. S. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT-FILL10=1- UNIT STRENGTH CONFORMS TO ASTM C90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF MOD PSI. 0. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 200D PSL E. STEEL - MINIMUM YIELD STRENGTH OF 33 KS1. MINIMUM WALL THICKNESS OF 47.8 MIL (0.0478' or I6 GAUGE). MIN. L/2' EDGE DISTANCE. F. ALUMINUM - MINIMUM ALLOY 6063-TS. MINIMUM WALL THICKNESS OF 1116'. MIN,1/2' EDGE OISTANCE. TABLE OF CONTENTS 514EET REVISION SHEETOESCRI TION 1 ENSTALLATION 6 GENERAL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS 4 VERTICAL6 HORIZONTAL SECTIONS(NALL FIN) S VERTICAL 6 HORIZONTAL SECTIONS (THROUGH FRAME) 6 HORIZONTAL SECTIONS. BUCK INSTALLATION, 4 GLAZING DETAM MAX OVERALL SIZE CONFI6. DESIGN PRESSURE MISSILE IMPACT RATINGWIDTHHEIGHT 36' 84' O/X 35 / -35 PSF NON IMPACT 36' 66• O/X 50 / -50 PSF NON IMPACT 38• 74• O/X 50 / -50 PSF NON IMPACT 36• 7r O/X 35 / 45 PSF NON IMPACT 44' 62' O/X 50 / -50 PSF NON IMPACT 46' Tr O/X 35 / -35 PSF NON IMPACT 48' 64' O/X 20 / -20 PSF NON WACT 52' 111. O/X 25 / •25 PSF NON IMPACT 36• 63.75' OUX (ORIEL) 35 / -35 PSF NON TM ACT 46' O/X (CAM) 20 / .20 PSF NON IMPACT 72' 62" O/X-0/X 35 / -33 PSF NON IMPACT 72' 84• O/XO/X 35 / -35 PSF NON IMPACT 76• 6r O/X•O/X 50/-50 PSF NON IMPACT 76' 72' O/XO/X 50 / -50 PSF NON IMPACT 76' Tr O/X-O/X 25 / -Z5 PSF NON IMPACT 80' 74' O/X-0/X 35 / -35 PSF NON IMPACT 96' 74• O/X-0/X 30 / -30 PSF NON IMPACT 108• 6r O/X-O/X-0/X 50 / -50 PSF NON IMPACT 106' 72• O/XO/X-O/X 50 / -50 PSF NON IWACT I08• 64- O/X-O/X-O/X 25 / .25 PSF NON IMPACT Digitally signed by Hermes F Norero, P.E. Reason:) am approving this document FL#: FL19715 Date: 2016.02.03 09:40:44 -05'00' Silver Line brAnderw t1Y 04tf•f00Af OE SMVMDE OT:VE NOATNIP400M K"10M Ns OSTI us-M Limm 3 {`Q op •• In MyT LIFO Z l7 Vl m 2 a6- W. M W Ca0: w< C4egin QG 01 Pfl`fi $ u1I,l1mNm 3 y z G NG #: SWD002 4EEr: 1 OF 6 MAX. FRAME MAX. FRAME Silver Line WIDTH 48' WIDTH 48' - byAndersen 1 1 1 5 rnears.eeeeS am SAVEHDF Dam NOM INUMSWUL W O"U IN DS*f us xw s s s s um c •LY c c .0. c $ 0 3 "gg i 1 { { 1 r8 NLRB = MAX. FRAME MAX FRAME " < HE1614T96' HEI6HT96' = ui qq rdi QUALIFIED CONFIGURATIONS W co 01 x ARCH TOP CONFIGTIONS FOR ALL 29014WI " c coW RATINGS. SING,,,, UNITCONiIGURATIONS . X. W --' m a F Lu Q A 0 A 0 G 4 3 1 y m ELEVATION ELEVATION vi ZSINGLEHUNGWINDOWSINGLEHUNGORIELWINDOW O H Z H MAX. FRAME MAX WIDTH 96' WIDTH 108E LLB w IL B E g E O y QUALIFIED CONFIGURATIONS 3 ARCH TOP CONFIGURATIONS FOR ALL ZM49M RATINGS, TWIN UNIT CONFIGURATIONS F F F F Z F-(P F % MAX. FRAME O • A :` HEIGHT 74- X •x MAX FRAME HEWHT 84' 'i i H •• * pi:,`5 wG m Z ELEVATION < 1 5 ELEVATION owr `#:. TWIN SINGLE HUNG WINDOW TRIPLE SINGLE HUNG WINDOW 5 v'/ DOO G SHEET•: 2 OF 6 2" MAX. Il' MAX. FROM O.C. CORNERS il' MAX,_ O.C. 2" MAX. FROM CORNERS NO1FiM.iT 1RS15 ATM 70.FI SNALL.E ArB.T.EJ YAY.•OG A MEAQJAAY, AND 101 ANCHOR LAYOUT NAIL FIN • SINGLE HUNG WINDOW 2' MAX. 4 1/2" MAX. CORNERS j- U.L. a 1/2" O.i 1 AAX.l L 2" MAX. I a 1/2' MAXFROMI '— O.C. CORNERS ANCHOR LAYOUT NAIL FIN . TWIN SINGLE HUNG WINDOW I" MAXROM' _ 6' MAX CORNERS I O.C. 6' M O.I mom 1' MAX. 1 I I 6' MAX. FROM J --1 F^ O.C. CORNERS ANCHOR LAYOUT NAIL FIN • TRIPLE SINGLE HUNG WINDOW 6' MAX. MAX. CORNERS 2G" O.L. 6" MAX. rL 12' MAX. 6' MAX FROM OFROMRNE O. ` 12 3 MAX. CORNERS I O.C. O.L. 20' O.C. L 6' MAX FROM CORNERS ANCHOR LAYOUT THROUGH "LAME . SINGLE HUNG WIND 16 1/ I MINI 6' MA . FROM CORNER5 161/2' MAX O.C. ANCHOR STRAP 6. MAX FROM J ANCHOR STRAP P/N SCORNERS P/N 50-2995-2 SEE SHHEEEE 5- 2 T 3 FOR DETAILS SEE SHEET S FOR DETAILS ANCHOR LAYOUT ANCHOR LAYOUT THROUGH FRAME -TWIN SINGLE HUNG WINDOW THROUGH FRAME • TRIPLE SINGLE HUNG WINDOW SilverLine IbAideFSPJ2 aniH. w.uA¢ccwaTo: rwpSlT aS.N00 R3 v) ry jLL V O< Y_ Wat ZaWot w marl w d a F 6 = W FO r coZ O Z ow O El N N cot < 00 V VVjZ e DW6 41 SW0002 SHEET: 3 of 6 CONCRETE/ MASONRY 1 1/2' MIN BY OTHERS EMBEDMENT CAULK BETWEEN CONCRETE/ MASONRY 6 2X a' WOOD BUCK BY OTHERS a . ' 2X WOOD BUCK BY OTHERS a '• SEE SHEET 6 FOR 3/8' MIN. CONNECTION DETAILS EDGE DIST. BB WOOD SCREW INSTALLATION ANCHOR "" ' • " EXTERIOR FINISH BY OTHERS 1/4"MAX. PERIMETER SHIM SHIM SPACE SEALANT / O.A. BY OTHERS I UNIT HEIGGHT EXTERIOR INTERIOR 1 SEE 6LAaN6 DETAIL SHEET 6 g VERTICAL SECTION 4 HEAD • ZX WOOD BUCK NAIL FIN SEE CAAZING DETAIL. SHEET 6 EXTERIOR INTERIOR O.A. UNIT HEI6HT PERIMETER SEALANT BY OTHERS 1/4' MAX EXTERIOR FLm$H SHIM SPACE BY OTHERS us WOOD SCREW INSTALLATION ANCHOR 3/B' MIN. E06E DLST, ZX WOOD BUCK BY OTHERS SEE SHEET 6 FO CONNECTION DETAILS CAULK BETWEEN b. CONCRETE/MASONRY CONCRETE/ MASONRY 6 2X 1 1/2' MIN, BY OTHERS W000 BUCK 8Y OTHERS EMBEDMENT q VERTICAL SECTION 4 SILL • ZX WOOD BUOC NAIL FIN 1/4' MAX. MIN. 3/8' EDGE DISTANCE SHIM SPACE SASH REINFORCIN6 SEE SHEET 6 FOR REQUIREMENTS PENETRATION 33 THREADS ONDSEEGLAZING METAL STRUCTUREDETAILSHEET6 INTERIOR 08 6R. 5 Scl.F•TAPPIN6 SCREW INSTALLATION ANCHOR METAL STUD BY OTHERS. SEE SHEET 1 INSTALLATION NOTE 14 EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER SEALANT BY OTHERS O.A. UNIT WIDTH HORIZONTAL SECTION 4 JAMB • METAL STUD NAIL FIN Silverline hAndeFsen W, - I eeovre.0000e aw anvoala tArK Nmm ewwwmc w Qm W (I71)41100D Rw rr y x S Oyu CZaiLLz=o Z o Zm< t wt j 8 o pV ao hJ+ Z m ; S w aoaZ$ V/ c Wa0, G jW cla 17 Lo Z 0 ZO W M Y o Hr u> y N m %n CTO j Vl 2 v Z O V y DWG 01. OF 6 9*10 WOOD SCREW 3/4" MIN ilverLineINSTALLATIONANCHOR CONCRETE/ MASONRY EDGE DISTANCE '1 2X WOOD BUCK/STUD BY OTHERS Mdersen BY OTHERS I ' ' E SHEET 6 FOR 1/4' MAXSEC ti OETATIS SHIM SPACE MIN. 3 THREADS CAULK BETWEEN ° SASH REINFORCING PENETRATION BEYOND CONCRETE/MASONRY a" SEE SHEET 6 FOR REQUIREMENTS METAL STRUCTURE BY OTHERS ': 2' EDSE DISTANCE wr...ws•...•r ark snveolnko 1 1/2' MIR rwrw wwwtaw ano: EXTERIOR FINISH EMBEDMENT rr" pstl asnao y AZ $ BY OTHERS lU 6R. b SELF-TAPi'IN6 SCREW PERIMETER SEALANT 1/4" MAX' SHIM SPACE irINSTALLATTONANCHOq 8 ; 7 4i oho C BY OTHERS METAL TUBE/STUD OR APPROVED ZZZO O . ^ x 1 MULLION BY OTHERS, N p v d a O.A. EXTERIOR 1 UNIT INTERIOR NOTE 4ET 1 INSTALLATION g ` b C t9 m HEIGHT u `M m p < m SEE GLAZING I PERIMETER SEALANT EXTERIOR y x a p< S DETAIL, SHEET BY OTHERS iu m wkn de O.A. SI UNIT WIDTH 0 HORIZONTAL SECTION a VERTICAL SECTION 5 JAMB-METALTUBE/STUD OR APPROVED MUWON 5 HCAO. 2X WOOD BUCK THROUGH FRAME to THROUGH FRAME Z5) #14 PANCAKE HERO SEE GLAZING SCREWS FROM STRAP TO Q Z DETAIL, SHEET 6 FRAME, HOLES PROVIDED 4.0000 4.0000TOACCOMODATE #14 DIA. 00 Qr EXTERIOR INTERIOR 2.0000 2.0000- 1-4 ANCHOR STRAP, AT TWIN 8 W w TRIPLE CONFIG. ONLY. SEE PLAN 0.0620 p O.A. VIEW -ANCHOR STRAP UNIT / P/N 50-2995-2)' DETAIL AT 7 4.0020HEIGHT1RIGHTFORINSTALL. REQ. 0.5000 ) 23750 ZPERIMETERSEALANTSHIMSPACE BY OTHERS 0 pt plimMIN. 0.7500(2) 3.0(;(Z) 6.0000 INSTALLATION EXTERIOR FINISH FROM ANCHOR STRAP TO j•••• 8Y OTHERS '• . • •' PRECAST 4 . - EMBEDMENT OPENING. SEE ANCHORPLANVIEW -ANCHOR STRAP (P/N 50.299$-2) REQUIREMENTS BELOW. O • • ^ 6 YYYSILL BY OTHERS .. 3/16' ITW TAPCON ANCHOR STRAP ANCHORING REQUIREMENTS: d ' • Cv D 9 INSTALLATION ANCHOR a A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16- 1TW TAPCONS 3 4: ,y1 PER STRAP, MIN. t-1/4" EMBEDMENT, MIN. 1-3/4- EDGE DISTANCE. EDGE DISTANCE B. FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF -DRILLING SCREWS, GIL 5, PER STRAP, MIN. 3 THREADS PENETRATION, MIN. 3/4• EDGE DISTANCE. Z f 16.* Y 0 C. FOR INSTALLATION TO WOOD. USE (4)#IOWOOD SCREWS PER STRAP. MIN. a: y2 p VERTICAL SECTION 1-1/2' EMBEDMENT, MIR I' EDGE DISTANCE. DWG # S W 0002 5SILL- CONCRETE/MASONRY THROUGH FRAME SHEET' 5 OF 6 SilverUne NOTE: hAMemn ALL HGLAZINGSAFETY CONFIGURATIONS SHALL COMPLY Willi SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 GLASS LOAD RESISTANCE, r• o e v•• e o e o a INTERIOR auN' swc¢wol M4M=0 I 5/8' O.A. I6.6U55 Q NCO IYOm y$Iva _ EXTERIOR INTERIOR / ' \ \ INTERIOR 950,44,4 p 2 9EXTERIORZ G X `O WajkOMIN. GLA55 ' w C m < SMALL' FRAME 'URGE' FRAME BITE 1/2" ` w m c q REINFORCING EXTERIOR REINFORCING \ O tii w eSEEBELOWFORREINF. SEE BELOW FOR REINF. 1/8' SETTING BLOCK = Z w a a REQUIREMENTS REQUIREMENTS VERTICAL SECTION HORIZONTAL SECTION 6 MEEMNGSnLE 6 INIERMEDIATEFRAMEMUWON GLAZING DETAIL 1 I- ALUMINUM SASH REINFORCING IS REQUIRE) FOR THE FOLLOWING S1ZE/RATINGS: 48 X 72, (O/X), DESI6N PRESSURE •/- 35 PSF 36 X 84. (O/X), DESIGN PRESSURE •/- 35 PSF 38 X 74, (O/X), DESI6N PRESSURE •/- 50 P5F 38 X 77, (O/X), DESIGN PRESSURE •/- 35 PSF 72 X 84, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF 76 X 72, (O/X-O/X), DESIGN PRESSURE •/• 50 PSF 108 X 62, (O/X-O/X-O/X), DESIGN PRESSURE •/-50 PSF 108 X 72, (O/X-O/X•O/X), DESIGN PRESSURE 4-50 PSF C- STEEL INTERMEDIATE FRAME 'URGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-O/X), DESIGN PRESSURE •/- 35 P5F 0-STEELINTERMEDIATEFRAME'SMALL'REINFORCLVG IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF V) Z O NOTE: Zp 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE v) ADJUSTED TO MAINTAIN 1' MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.L. SPACING S?ECIFIED IS NOT EXCEEDED. Lu 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK. o 1/4" ITW TAPCON ANCHOR 4' FROM CORNERS Z16' MAX. O.C. THEREAFTER U WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT W TTHHER FRAME. B p 11111, J O i b/ i, 1 1/4' MIN. O 6? EMBEDMENT 11/2' MIN. EDGE ? DISTANCE 2' MIN. EDGE • .. d,'••. ' •A DISTANCE CONCRETE/ MASONRY ii/Y p- % q BY OTHERS i r r BUCK INSTALLATION DETAIL o a f v` z O G DwG #: SWD002 SHEET: 6 OF 6 WINDOW & DOORMMANUFAC7URERSAS=ATION Hallmark® Certificate of AMs, INC. NOWDMAConformance and License (CCL) A ieisneri,Yl•lanegcmenc Systcros. Inc. Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-023.09 2800/2803-2804 3 Panel Horizontal Slider 101/I.S.21A440-11 Class R-PG30; Size Tested 2286mm 1219mm E7251.01.109-47 5/21/2015 5126/2025 2286mm x 1219mm (90 x 48) ' Type-HS; DP +30/-30 psi; Water Test Press 220Pa 4.59psf) 440-H-025.36 2900/4900170 Series 101/I.S.2/A440-08 Class R-PG35; Size tested 914mm 2127mm B9241.01-109-47 7/17/2012 318/2017 914x2127mm (36x84in}H 440-H-025.38 2900/4900 70 Series ASTM E-1996-05 / Wind Zone 3, Missile level D, 914mm 1930mm NCTL-110-15665.2 6/7/2013 12/19/2016 ASTM E-1886-05 Cycle Pressure = +/-50 psf 440•H-025.39 2900/4900 70 Series 101/I.S.2/A440-08 Class R-PG50; Size tested 1219mm 1676mm NCTL-110-15664-1 5/22/2013 4/3/2017 1219xl676 mm (48x66 in}H 440-H-025.40 2900/4900 70 Series 101/I.S.2/A440-08 Class R-PG50: Size tested 914mm 1930mm NCTL-110-15665-1 5/24/2013 4/3/2017 9141930 mm (36x76 in)-H 440-H-025.41 2900/4900 Impact 70 Series ASTM E-1996-05 / Wind Zone 3, Missile Level D, 1219mm 1676mm NCTL-110-15664.2 6/7/2013 12/20/2016 ASTM E-1886-05 Cycle Pressure = +/-50psf 440-H-025.42 2901/4901 101/I.S.2/A440-08 Class LC-PG25; Size tested 1118mm 1905mm C7074.01 7/1/2013 5/1/2017 1118xl905mm (44x75in)-Type H; Positive Design Pressure DP) = 120013a (25psQ; Negative Design Pressure DP) = 1200Pa (25psf); Water Penetration Resistance Test Pressure = 180Pa (3.76psf) 440-H-025.43 2901/4901 101/I.S.2/A440-08 Class LC-PG50; Size tested 965mm 1676mm C7074.01 7/1/2013 5/1/2017 965xl676mm• (38x66in'}Type H; Positive Design Pressure DP) = 2400Pa (50psf); Negative Design Pressure DP) = 2400Pa (50psf); Water Penetration Resistance Test Pressure = 360Pa (7.52psi WD-20 10114109 Friday, May 13, 2016 Page 7 WINDOW ATU RS IATON IEWDMA Hallmark® Certificate of Conformance and License (CCL) Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 AMS, INC. AdmtnWrauveMen.gemcnt syuM.,,1ac. Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-025.44 2901/4901 101/I.S.21A440-08 Class LC-PG50; Size tested 1118mm 1575mm C7074.01 7/1/2013 5/1/2017 1118xl575mm' (44x62in')- Type H: Positive Design Pressure (DP) = 2400Pa 50psf); Negative Design Pressure (DP) = 2400Pa 50psf); Water Penetration Resistance Test Pressure = 360Pa (7.52psf) 440-H-025.45 2901 101/I.S.2/A440-08 Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178-1 7/1/2013 5/1/2017 1016xl829mmm (40x72in) - Type H; DP = 2400Pa (50psf); DP =-2400Pa (-50psQ; Water Penetration Resistance Test Pressure 360Pa (7.50psf) 440-H-025.46 2901 101/I.S.2/A440-08 Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178-1 7/1/2013 5/1/2017 10160829mmm (40x72in) - Type H; DP = 2400Pa (50psf): DP =-2400Pa (-50psf) 440-H-025.47 2900impact ASTM E-1996 12/ASTM Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178-2 7/1/2013 5/1/2017 E-1886-05 1016x1829mmm (40x72in) - Type H; DP = 2400Pa (50psf); DP =-2400Pa (-50psf) 440-H-025.49 2900/4900 101/I.S.2/A440-08 Class R-PG35; Size tested 1219mm 1829mm C9979.01-109-47 9/24/2013 7/22/2017 1219x1829mm (48x72in)-H; DP+30/-30; Water Pen. Rsist Test Pressure = 360Pa 7.52psf) 440•H-025.50 2901/4901 101/I.S.21A440-08 Class LC-PG50; Size Tested 965mm 1880mm D7075.01.109-47 1/14/2014 2/24/2017 965mm x 1880mm ' (38 x 74in') Type-H; DP +50/-50 psf; Water Test Press 360Pa 7.52psQ 440-H-025.52 2901/4901 Impact TAS 201/2021203-94 DP & Cycle Pressure +501-50 52in 73in NCTL-110-16675-1 3/5/2014 2/20/2018 psf 440-H-025.53 2901/4901 Impact TAS 201/202/203-94 DP & Cycle Pressure +50/-50 38in 62in NCTL-110-16675-1 31SQ014 2/20/2018 psi 440-H-025.55 2901/4901 Impact 101/I.S.2/A440.11 Class R-PG50; Size Tested 1321mm 1854mm NCTL-110-16675-3 3/5/2014 12/12/2017 1321 x 1854mm (-52 x 73 in.) Type-H WD-20 10114109 Friday, May 13, 2016 Page 8 DOORyVMA`IUFA TURF SASMATION Hallmark® Certificate of '0i AMS, INC. Adminis=ivc N1anagc=ntNOWDMAConformanceandLicense (CCL) S,t,n,•It. Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscerl.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate FarpDate 440•H-025.57 2901/4901 Impact 101/I.S.2/A440-11 Class R-PG50; Size Tested 965mm 1575mm NCTL-110-16675-3 3/5/2014 12/12/2017 965 x 1575mm (-38 x 62 in.)' Type-H 440-H-025.59 2901/4901 Impact ASTM E-1996 121ASTM DP +50/-50 psi, Missile D, 1321 mm 1854mm NCTL-110-16675.2 3/5/2014 2/20/2018 E-1886-05 Wind Zone 4 440-H-025.60 2901/4901 Impact ASTM E-1996 121ASTM DP +50/-50 psi, Missile D, 965mm 1575mm NCTL-110-16675.2 3/5/2014 2/20/2018 E-1886-05 Wind Zone 4 440-H-025.61 29004900 Series/29014901 Single Hung Window 101/I.S.2/A440-11 Class R-PG20; Size Tested 1219mm 2134mm D9957.01-109-07 10/9/2014 8/6/2018 1219mm x 2134mm (48 x 84) Type-H; DP +20/-20 psi; Water Test Press 150Pa (3.13psQ 440-H-025.62 29004900 Series/29014901 Single Hung Window 101/I.S.2/A440-11 Class R-PG25; Size Tested 1321 mm 1829mm D9957.01-109-47 10/9/2014 816/2018 1321 mm x 1829mm (52 x 72) Type-H; DP +25/-25 psi; Water Test Press 180Pa (3.76psQ 440-H-025.63 2900-4900 Series/29014901 Single Hung Window 101/i.S.2/A440-11 Class LC-PG30; Size Tested 1219mm 1956mm D9359.01-109-47 1/28/2015 7/2/2024 1219mm x 1956mm (48 x 77) Type-H; DP +30/-30 psi; Water Test Press 260Pa (5.43psQ 440-H-025.64 29004900 Series/29014901 Single Hung Window 101/I.S.2/A440.11 Class LC-PG35; Size Tested 1219mm 1829mm D9964.01-10947 1/29/2015 814/2024 1219mm x 1829mm (48 x 72)' Type-H; DP +35/-35 psi; Water Test Press 260Pa (5.43psQ 440-H-025.65 29004900 Series/29014901 Single Hung Window 101/i.S.2/A440-11 Class LC-PG35; Size'Tested 965mm 1956mm D9964.01-10947 1/29/2015 8l4/2024 965mm x 1956mm (38 x 77) Type-H; DP +35/-35 psi; Water Test Press 260Pa (5.43psQ 440-H-025.66 2900-4900 Series/2901/4901 Oriel Single Hung 101/I.S.2/A440-11 Class R-PG20; Size Tested 1219mm 2438mm E5610.01 3/16/2015 4/13/2025 1219mm x 2438mm (48 x 96) Type-H; DP +20/-20 psi; Water Test Press 150Pa (3.13psQ 440•H-025.67 29004900 Series/2901/4901 Single Hung 101/I.S.2/A440-11 Class R-PG50; Size Tested 965mm 1676mm E5611.01-109-47 3116/2015 7/2/2024 965mm x 1676mm (38 x 66)' Type-H; DP +50/-50 psi; Water Test Press 360Pa (7.52psQ 440-H-025.68 29004900 Series/29014901 Single Hung 101/I.S.2/A440-11 Class LC-PG50; Size Tested 965mm 1880mm E5612.01-109-47 6/1/2015 9/8/2025 965mm x 1880mm '(38 x 74) Type-H; DP +50/-50 psi; Water Test Press 360Pa (7.52psQ WD-20 10114109 Friday, May 13, 2016 Page 9 WINDOW 8 DOORMMANUFACTURERS ASSOCIATION NOWDMAConformance Hallmark® Certificate of 11V AMs> INC. and License (CCL) Adminisystems'aagemrnt Scrn,sIne. Silver Line Building Products Mir ID: 440 One Silver Line Drive For more Information visit www.amscefl.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-025.69 2900-4900 Series/29014901 Single Hung 101/I.S.2/A440-11 Class LC-PG50; Size Tested 965mm 1676mm E5611.01-10947-r1 8/21/2015 2/25/2025 965mm x 1676mm (38 x 66)' Type-H; DP +50/-50 psi; Water Test Press 360Pa (7.52psQ 440-H-025.70 2900-4900/29014901 Single Hung 101/I.S.2/A440-11 Class LC-PG50; Size Tested 1118mm 1575mm E9219.01-109-47 1/15/2016 2/8/2026 1118mm x 1575mm (44 x 62)' Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52psQ 440-H-027.19 2907TW/4907TW 101/I.S.2/A440-08 Class R-PG15; Size tested 2032mm 2134mm C1050.01-10947 12/28/2012 8/9/2016 2032x2134mm (80x84 in}H 440-H-027.20 2907TW/4907TW 101/I.S.2/A440-08 Class R-PG15; Size tested 2286mm 1880mm C4709.01-10947 1/31/2013 12/13/2016 2286x1880 mm(90x74 in}H 440-H-027.21 2900/4900 101/I.S.2/A440-08 Class R-PG35; Size tested 1829mm 2134mm C9952.01-109-47 9/24/2013 7/24/2017 1829x2134mm' (72x84in')-H; DP+35/-35; Water Pen. Resist. Test Pressure = 260Pa 5.43psQ 440-H-027.22 2902/4902 101/I.S.2/A440-08 Class R-PG50; Size tested 1994mm 1524mm C7070.01-109-47 9/24/2013 7/22/2017 1994xl524mm' (79x60in')-H; DP+50/-50; Water Pen. Rsist. Test Pressure = 360Pa 7.52psQ 440-H-027.23 2902/4902 Twin Single Hung Window 101/I.S.2/A440-11 Class R-PG35; Size Tested 2032mm 1880mm C0328.01-109-47 2/5/2014 9/19/2017 2032mm x 1880mm (80x74in) Type-H; DP +35/-35 psi; Water Test Press 260Pa (5.43psQ 440-H-027.24 2902/4902 Twin Single Hung Window 101/I.S.2/A440-11 Class R-PG50; Size Tested 1918mm 1575mm C0328.01-109-47 2/5/2014 9/19/2017 1918mm x 1575mm (76x62in) Type-H; DP +50/-50 psh Water Test Press 360Pa (7.52psQ 440-H-027.25 2902/4902 Twin Single Hung Window 101/I.S.2/A440-08 Class R-PG30; Size Tested 2426mm 1880 mm C0375.01-109-47 315/2014 1/18/2017 2426 x 1880 mm (-96 x 74 in.) Type-H 440-H-027.26 2902/4902 Twin Single Hung Window 101/I.S.2/A440-11 Class R-PG35; Size Tested 1829 mm 1575 mm D9358.01-109-47 1/27/2015 8/6/2024 1829 mm x 1575 mm (72 x 62) Type-H; DP +35/-35 psi; Water Test Press 260Pa 5.43psQ WD-20 10114109 Friday, May 13, 2016 Page 10 WINDOW R DOOR MANUFACTURERS ASSOCIATION Hallmark® Certificate of Conformance and License CCL 4tXNOWDMA Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 AMS,INC. System, Inc. stem,I ivc °""" Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-027.27 29004900/29024902 Twin Single Hung 101/I.S.2/A440.11 Class R-PG15; Size Tested 2426mm 1880mm E7252.01-10947 5/12/2015 5/27/2025 2426mm x 1880mm (96 x 74) Type-H; DP +15/-15 psi; Water Test Press 180Pa (3.76psQ 440-H-027.28 29004900/29024902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG25; Size Tested 2032mm 1880mm E7252.01.109-47 5/12/2015 5/27/2025 2032mm x 1880mm (80 x 74) . Type-H; DP +25/-25 psi; Water Test Press 180Pa (3.76psQ 440-H-027.29 29004900 Series/29024902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG25; Size Tested 1918mm 1956mm E7244.01-109-47 8/6/2015 9/8/2025 1918mm x 1956mm (76 x 77p Type-H; DP +25/-25 psi; Water Test Press 180Pa (3.76psQ 440-H-027.30 29004900 Series/2902-4902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG15; Size Tested 2184mm 2134mm E9218.01-109-47 12/29/2015 3/27/2026 2184mm x 2134mm (86 x 84) Type-H; DP +15/-15 psi; Water Test Press 360Pa (7.52psQ 440•H-027.31 29004900129024902 Twin SH 101/I.S.2/A440-11 Class R-PG50; Size Tested 1918mm 1829mm E9220.01-109-47 1/15/2016 1/27/2026 1918mm x 1829mm (76 x 72)' Type-H; DP +50/-50 psi; Water Test Press 360Pa (7.52psQ 440-1-1-027.32 29004900/29024902 Twin SH (Finless) 101/I.S.2/A440-11 Class R-PG50; Size Tested 1918mm 1575mm F2423.01-109-47 1/15/2016 10/22/2025 1918mm x 1575mm (76 x 62)' Type-H; DP +50/-50 psi, Water Test Press 360Pa (7.52psQ 440-H-027.33 29004900/29024902 Twin SH (Finless) 101/I.S.2/A440-11 Class R-PG30; Size Tested 2426mm 1880mm F2252.01-109-47 2/19/2016 10/21/2025 2426mm x 1880mm (96 x 74) Type-H; DP +301-30 psi; Water Test Press 220Pa (4.59psQ 440-H-028.14 2903/4903/ 70 Series 101/I.S.2/A440-08 Class R-PG50;Size tested 2737mm 1575mm B643001 4/5/2012 12/16/2016 2737xl575mm (108x62in}H 440-H-028.15 2900/4900170 Series 101/I.S.2/A440-08 Class R-PG15; Size tested 2718mm 2134mm C4710.01-10947 2/19/2013 1/17/2017 2718x2134mm (107x84in}H 440-H-028.16 2900/4900/ 70 Series 101/I.S.2/A440-08 Class R-PG30; Size tested 2718mm 1575mm C4710.01-109-47 2/19/2013 1/17/2017 2718x 1575 mm' (107 x62 in'-H 440-H-028.18 2903/4903 Series 101/l.S.2/A440-11 Class R-PG35; Size Tested 2737mm 1880mm D5516.01-109-47 3/26/2014 3/22/2018 2737 x 1880mm (-108 x 74 in.) Type-H WD-20 10114109 Friday, May 13, 2016 Page 11 INMWiWtvMUc SAssocIAMoN 11WDMA Hallmark® Certificate of Conformance and License (CCL) 4t Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 AMS,INC. AdminisUn[ivcMnoegcment SYSUM, Inc. Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-028.19 29004900 Series/29034903 101/I.S.21A440-11 Class R-PG50; Size Tested 2737mm 1829mm C0329.01-10947 11/7/2014 2121/2018 2737mm x 1829mm (108 x 72) Type-H; DP +50/-50 psi; Water Test Press 360Pa (7.52psQ 440-H-028.20 2900/4900 Series 2903/4903 Triple Single Hung 101/I.S.2/A440-11 Class R-PG20; Size Tested 2743mm 2134mm E5617.01-109-47 4/10/2015 4114/2025 2743mm x 2134mm (108 x 84) Type-H; DP +20/-20 psi; Water Test Press 150Pa (3.13psQ 440-H-028.21 2900/4900170-2903/4903 Triple Single Hung 101/I.S.2/A440-11 Class R-PG25; Size Tested 2737mm 2134mm E7250.01-109-47 8121/2015 10/14/2025 2737mm x 2134mm (108 x 84) Type-H; DP +25/-25 psi; Water Test Press 180Pa (3.76psQ 440-H-028.22 2900.4900/2903-4903 Triple Single Hung 101/I.S.21A440-11 Class R-PG30, Size Tested 2737mm 1575mm E9222.01-109-47 2/4/2016 2/16/2026 2737mm x 1575mm (108 x 62) Type-H; DP +30/-30 psi; Water Test Press 220Pa (4.59psi) 440-H-029.06 2907/4907 101/I.S.21A440-08 Class R-PG20; Size tested 1219mm 2134mm C1542.01-10947 12/28/2012 9/5/2016 1219x2134 mm (48x84 in}H 440-H-029.07 4900/2900170 101/I.S.2/A440-08 Class R-PG35; Size tested 1118mm 1524mm C7073.01-109-47 10/31/2013 511/2017 1118x1524mm' (44x60*in)-H; DP+35/-35; Water Pen. Resist Test Pressure = 260Pa 5.43psQ 440-H-029.08 29004900129074907 Single Hung 101/I.S.21A440-11 Class R-PG35; Size Tested 1016mm 1727mm E5613.01.109.47 313/2015 3/8/2025 1016mm x 1727mm (40 x 68) Type-H; DP +35/-35 psi; Water Test Press 260Pa (5.43pst 440-H-030.15 2900/4900 Series 101/I.S.2/A440-11 Class R-PG20; Size Tested 2032mm 1575mm D2935.01-109-47 1/14/2014 11/12/2017 2032 x 1575mm (80 x 62in)-H; DP +20/-20psi; Water Pen Resist. Test Press = 150Pa 3.13psi) 440-H-030.16 2907TR/4907TR Series 101/I.S.2/A440-11 Class R-PG20; Size Tested 2718mm 1880mm D5514.01-109-47 3/26/2014 5/6/2018 2718 x 1880mm (-107 x 74 in.) Type-H 440•H-030.17 2907TR/4907TR Series 101/I.S.2/A440-11 Class R-PG35; Size Tested 2718mm 1575mm D5514.01-109-47 3/26/2014 3/23/2018 2718 x 1575mm (-107 x 62 in.) Type-H WD-20 10114109 Friday, May 13, 2016 Page 12 WINDOWTU DOORA WCIAXIN Hallmark® Certificate of NOWDMAConformance and License (CCL) Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name 440- H-089.00 5500/5510 Side Lite (Specimen 2) 440- H-089.01 5500/5540Transom (Specimen 1) Standard Rating 101/ I.S.2/A440-11 Class R-PG35; Size Tested 1245mm x 2432mm (49 x 96) Type- SLT; DP +351-35 psf; Water Test Press 260Pa 5. 43psf) 101/ I.S.2/A440.11 Class R-PG35; Size Tested 2734mm x 914mm (108 x 36) Type- TR; DP +35/-35 psf; Water Test Press 260Pa 5. 43psf) WDMA HEREBY CERTIFIES that the aforesaid Company ("Licensee"), at its participating manufacturing plant(s), is licensed to use the WDMA Registered Hallmark on product lines that have been manufactured in accordance with the standards. It is further certified that the plant(s), facilities, quality control procedures, methods, and processes of Licensee have been inspected by WDMA, and are subject to regular follow-up inspection and test. It is further certified that samples of the product set forth above were tested and found to comply with the standards. By: Wide High Test Report # 1245mm 2432mm E6290.01.109-47 2734mm 914mm E6290.01-109.47 AL John McFee, VP c AMS, INC. Administmtivc Managerwnt systm", Inc. CertDate ExpDate 11/ 23/2015 4/27/2025 11/ 23/2015 4/27/2025 rams, WVDAM Hallmark By: 4&a A ,14 Rhonda Schot, Authorized Representative, AMS If Program Sponsor: Window and Door Manufacturers Assoc 330 N. Wabash Avenue, Suite 2000 Chicago, IL 60611 TEL ( 312)6734828 www.wdma.com Program Administrator: Administrative Management Systems, Inc. PO Box 730,205 West Main Sackets Harbor, NY 13685 TEL ( 315)646-2234 staff@amscen.com WD- 20 10114109 Friday, May 13, 2016 Page 26 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 9S4.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval FL# FL19715 Report No. 3947 51h Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: I — A (Certificate) Windows Single Hung Series 290014900 Single Hung Window PVC See Installation Instructions, SWD002 Prepared for: Silver Line Building Products One Silverline Dr. North Brunswick, NJ 08902 Prepared by: Hermes F. Norcro, P.E. Florida Professional Engineer # 73778 Date: 12/ 15/2015 Contcnts: Evaluation Report Pages I — 4 Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2016.02.12 12:20:17-05'00' O O 7 - p •' C OP•.. ty Hermes F Ho ero, P.E. Florida No. 73778 A\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Product Category: Product Sub -Category: Compliance Method: Product Name: Silver Line Building Products Windows Single Hung State Product Approval Method (1)(a) Series 2900/4900 Single Hung Window FL#: FL19715 Date: 12/15/2015 Report No: 3947 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line Building Products based on Method la of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 5`^ Edition Florida Building Code. See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL It 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 5`" Edition Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 51" Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD002 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 A\\ BUILDING DROPS FL#: FL19715Date: 12/15/2015 A Perfect Solution in Every Drop Report No: 3947 Certificate of Authorization: 29578 Certification Agency: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a Certification Agency through Window and Door Manufacturers Association (FBC Organization #: CER1508). Performance Standards: The product described herein has been tested per: Referenced Data: AAMA/WDMA/CSA 101/i.5.2/A440-08/11 1. Product Testing performed by Architectural Testing FBC Organization # TST1558) Report: Dated: 86430.01-109-47 3/09/2012 C0329.02-109-47 3/17/2014 C0375.01-109-47 3/11/2013 C0328.01-109-47 1/03/2014 C7074.01-109-47 6/17/2013 C7075.01-109-47 8/16/2013 C9952.01-109-47 8/30/2013 D93S8.01-109-47 9/17/2014 D9957.01-109-47 9/16/2014 D9964.01-109-47 1/05/2015 E5610.01-109-47 3/OS/2015 E5611.01-109-47 3/03/2015 ES612.01-109-47 5/07/2015 E7244.01-109-47 6/16/2015 E7250.01-109-47 6/16/201S E9219.01-109-47 10/21/2015 E9220.01-109-47 10/21/2015 2. Certification Agency Window and Door Manufacturers Association FBC Organization ii: CER1508) 3. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as follows: Nailing Fin Installation: FL#: FL19715 Date: 12/15/2015 Report No: 3947 A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 PH Wood Screw OR 11 Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #8 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min. f c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 J CITY OF SANFO BUILDING St FIRE PREVENTI PERMIT APPLICATI Application No: 3 2f:)o Documented Construction Value: $ Sc?2-5 Job Address: 3v£>:5 1.lcc,l I1-exzt-, l rt -"e Historic District: Yes No Parcel ID• Residential (a Commercial Type of Work: New © Addition Alteration Repair Demo Change of Use Move Description of Work: Lzvv,k11 ct.LL Plan Review Contact Person: J*31gn,5 10c_. b ecld-1P-r Phone: Fax: Email: Property Owner Information Name Phone: Street: City, State Zip: Resident of property? : Contractor Information Name 2 • S • K t et- i c:vv 101 Phone: -Z" Street: 9 3D 1 P?d Fax: 40 -+- City, State Zip: CUr4o-nclo . f L .3)-Y V-4 State License No.: 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 YC PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBT, FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construc in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pc 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: S& Edition (2014) Florida Building Code R I Rcvised: 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 found in the public records of this county, and there may be additional permits required from other governmental entities such as wl 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 requil in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submitl The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction vale 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 be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida • Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date Zeal J (LI v_-t-1- Print Contractor/Agent's Name Signature oft\ tary-State of Florida PATSi1SIf } :' MY COMMISSION I 1 y'd•` EXPIRES: Augusl2 j. 2018ZY` ry tlotrled TMM Wptary PQ* Metwde Contractor/Agent is Personally Known toM Produced ID I Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Construction Type: Total Sq Ft of Bldg: Electrical Mechanical Plumbing Gas Roof Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: COMMENTS: ENGINEERING: Flood Zone: of Plumbing - # of Fixtures of Fleads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Revised- June 303015 Permit Application IL., r. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S 3 84:1 Job Address: _39Oq J N qh+ -H-erof) pt- Historic District: Yes [I No Parcel ID: Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of se Move Description of Work: Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Nam \ f Phone: - Street: r Resident of property? City, State Zip k a y / a _1 -1 L r 1 Contractor Information Name a 1 YY1 r 1 1 1 C .Q l-) 7 %nLf"( n Phone: - Street: %% 7 1 C Ck Q Fax: _ 14 D7 - /,,) L-1-'7 5 0 c=; / 7 r j ity, State Zip: t n i' Q r , State License No.: C- Q ( ,) Name: Street: City, St, Zip: Bonding Company: Address: Arch itect/Eng I neer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. 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 inthisjurisdiction. f understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30.2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. Signature of owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Srr rtaturc of Contractor/Agent Date JC`ff f JrooK Pnn Contractor/Agent's Name Signature of notary -State of Flori a Date rr PAMELASTERNUS Commission >R GG 110622 E.itesA Vust7.2021 NI Fer a oPA waved lMu audDK rySenioa Contractor/Agent i Personally Known to Me or Produced ID a of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No it of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: COMMENTS: UTILITIES: ENGINEERING: FIRE: WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application A 5s-85- N;0 A rm TRI-COUNTY TESTING LABORATORIES, INC. 31 S. Main St. Winter Garden, FL 34787 PROJECT NO: 407-656-9656 ORDER NO: FL= . REPORT NO: REPORT OF IN -PLACE DENSITY TESTS PROJECT (,y+' 1.1 0 a-, CONTRACTOR 1). 0,' ."9 REPORTED TO: LOCATION: jiff y ' MATERIAL: (: Cc''"` °t DATE TESTED: P ? V -- j'r 0 MOISTURE: % DRY DENSITY: G b'' ( LOCATION DEPTH DRY DENSITY MAX DRY DENSITY PERCENT Or MAX. DENSITY MOISTURE PERCENT INCHES lbs. cu. (L lbs. cu. ft. r i Submitted by, WYNDHAM PRESERVE - LOT 202 SPECIFIC PURPOSE 11 SURVEY y CL (FORMBOARD) m C4 W WYNDHAM PRESERVE J U LOT 202 o U (P' 0 c B 81, PG 93) o ZZ Q, a a c c d o 0 o° W. LOT AREA CALCULATIONS LOT = 6.900 SO.FT. LIVING AREA= 1,567 SQ.FT. GARAGE = 407 SQ.FT. PORCH 44 SQ.FT. DRIVEWAY = 405 SQ.FT. PATIO 100 SQ.FT. WALKWAY = 51 SQ.FT. A/C PAD = 9 SQ.FT IMPERVIOUS= 37.4 R SOD = 4.317 SOFT. OFF LOT AREA CALCULATIONS R/W = 1.500 SQ.FT. APRON - 114 SQ.FT. SIDEWALK = 300 SQ.FT. SOD = 246 SO.FT. TOTALAREA AREA 3.466 sQ.Fr. DRIVEWAY = 519 SQ.FT. SIDEWALK - 351 SQ.FT. SOD = 4,563 SQ.FT. LOT 196 Izi 0 2 LOT 197 L, LOT 198 BUILDING LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at users sole risk. 1 1J ITV •lLicX' , I, ` LYC.END.ADUSSD-Access/Ominage/Utilities/Sidewalk 4JElaaementt9-Licensed usinessLB BFP-Backflow Preventer Si ht Distance9 S -Survey PRM -Permanent Ref. Monument R -Reported PCP -Permanent Control Point D -Description FP&L-Florida Power & Light P -Plat FFE -Finish Floor Elevation D. . -Geed Book Water Meter O.R. -Official Records Book N -Water Valve P.B. -Plot Book Zj =Fire Hydrant Pg.-Page RVU-Reclaimed Water Meter Elev. -Elevation RICD4-Reclaimed Water Valve Cone. -Concrete Cable Box BP -Brick Paver CO -Telephone Box SW -Sidewalk E-Electric Box FFE -Finished Floor Elevation Utility Pole CI -Curb Inlet Guy PoleEughtGTI-Grote Top Inlet Pole P.U.E.-Public Utility Easement iGuy Anchor RCP Reinforced Cone. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride Storm Sewer Manhole NCS-No Corner Set (Falls in Water) G-Sanitary Sewer Manhole SF -Square Feet ENNo -Electric Handhole O.U.E.-Drainage/Utility Easement coo -Clean Out FMGD-MAG NAIL & DISK XV04-Irrigation Control Valve P.K.-Parker Kalon Nail p -Sign SIR -Set 1/2" Iron Rod LB7768 WD4-Gate Water Valve SPKO-set P.K. do Disk LB7768 Gas Meter FIR -Found 1/2' Iron Rod L87768 Existing Grade f1P-Found 1/2" Iron Pipe LB7768 a -Blow -off Valve FPKD -Found P.K. Nail & Disk LB7768 -Drainage Flow Direction FCM -found 4"x4" Concrete 10.0 Proposed Design Grade Monument PRM L87778 1j_J? As-Built/Existing GradQ Note: Some items in above Ieaein0m;Zav*8nuoF1/ benotbe aoo icable Description I Date I Dwn.ICk'd I P.C.IOrder No. LOT 203 rim wwl 44.4' v 10.0 45.3 O PROPOSED 1 STORY RESIDENCE 1551 HALLEY LOT 202 r ELEVATION - S r; AREA = a GARAGE - RIGHT 6,900 S.F. f 14 r FORMBOARD FFE=22.69 44.4' 45.3 S89'43103 "W 115.00' LOT 201 DEM ENSION NOTE: Proposed building dimensions shown hereon are of the exterior. SURVEYOR'S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NCVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for 'WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. v V 1 25.31 I I I 1 I I I I I I I I 1 I I I 25.31 r? d N 89'43'03" E 11.0' 25.00' W fLI o- Wz Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford. Seminole County, Florida. Front = 25' Rear = 20' Side = 7.5' PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone 'X" 5. This Specific Purpose Survey is for the location and elevation of the fonnboards only (THIS IS NOT A BOUNDARY DESCRIPTION: LOT 202, according to the plat SURVEY) of "WYNDHAM PRESERVE" according to the plat thereof as recorded in Plat Book 81, Page 93 of the Public Records of Seminole County, Florida This certifies that a survey of the hereon described property 555 Wlndeftey Place, Suite 109 was made under myy ision and meets the Standards of Maitland, FL 32751 Practice se Ealtl E/ijgrido Board of Professional Phone: (321) 270-0440 Surveyors de 4 din -17. Florida Administrative Fax: (813) 248-2266 cod `du27, Florida Statutes. Licensed Business No. LB 7768 GeoPoinnt Jrd Surveying, Inc. FQLORIDA erivn ttl r Ko MAPPER N0. LS6915 Drawn: MTP Checked: JDL P.C.: Data File:8e=an&d-Pkd NOT VAUDMUCENSED 81QTUREAND THE ORIGINAL Date:2/06/18 Dwg:erissanEast-latT02 Order No.: USED SEAL SURVEYOR AND MAPPER SEC. 17 - TWN. 20 S. - RNG. 31 E I Field Bk: — CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: - ?J Documented Construction Value: S 4.164.00 Job Address: 3885 Night Heron Dr Historic District: Yes No Parcel ID: 17-20-31-502-0000-2020 Residential Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: Install New AC with Duct Work and Venting Plan Review Contact Person: Arionna Rosenwinkel Title: Pre -Construction Coordinator Phone: 407-886-3729 ext. 163 Fax: Email: arosenwinkel@energyair.com Property Owner Information Name STARLIGHT HOMES FLA LLC Phone: Street: 1064 Greenwood Blvd Suite 124 City, State Zip: Lake Mary, FL 32746 Resident of property? : NO Contractor Information Name Energy Air Inc (Robert Kulp) Phone: 407-886-3729 Street: 5401 Enegry Air Ct City, State Zip: Orlando FL 32810 Name: Street: City, St, Zip: Bonding Company: Address: Fax: State License No.: CAC1816317 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 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 lee 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 ol'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. 3/3/2018 Signature of Owner/Agent Date Signature of Conttnc or/Agent Date Robert Kulp Print Owner/Agent's Name 9 mt Contractor/Agent's Na VA 3/3/2018 Signature of Notary -State of Florida Date §i ure f o a - c f 1 i N018ry Pu01ic State o1 (bride Arionna C Rosenv"Ankel My Commission GG 14703t Ezpiree t010112021 Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: 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: COMMENTS: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30, 2015 Permit Application WORK ORDER lob S. 33353 Date: 8/2/2017 144715 Subdivision I Phase I Bld I L/U Blk BILL TO: Starlight Homes - AWH Lot / Sub: Wyndham Preserve 202 3885 Night Heron DrADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: CITY/STATE/ZIP: Lake Mary, FL 32746 City / State / Zip Sanford IFL 132773 1551 SModel/Bldg: Order Taken By: Equipment Brand: Carrier 14 Seer Heat Pump R410a A/H-2 or FurnaceJobContact: S Woolwine A/H-1 or Furnace FB4CNP030L00 Job Phone: 4077301311 Heater or Coil CE2401C05 Heater or Coil Date Requested: CU-1 CH14NBO240OG CU-2 Date Required: T'Stat: TH6220D1002 T'Stat: Filter Base AHU Location N/A 1st FI Int Closet Filter Base AHU LocationPermitInformation: Efficiency 14.00 SEER / 8.2 HSPF Efficient MUST BE ACCURATE AND COMP A/H-3 or Furnace A/H4 or Furnace Heater or Coil Heater or Coil Bldg. Permit# CU-3 CU4 Township: Sanford T'Stat: T'Stat: Filter Base Filter Base AHU Location AHU Location Incl. on Builders Permit no Efficiency Efficient Zoning Brand: Honeywell/Johnstone Vent. Damper Yeimmo17 Gty 1EAIPullsPermit: yes Builder calls inspection: yes Zone Kit #1 ZD1 EAI calls inspection: no Zone Kit #2 ZD2 Thermostats ZD3 Ventilation Cost: 319.01 Transformer ZD4 Surge Protector ZD5 ByPass Damper #1 ZD6IZD7BPassDamper #2 PO Numbers Qty Yes No Oty. Yes No Grs.Stamped Stl. 12 X Flue Pipe: X Grs.Stamped Returr 6 X Filter Base X Grs.White S/A Adj. X Mery 8 Filter X Grs. R/A White Alun 1 X Elect. Air Cl. X Kit. Hood Duct: X Conc. Slab: X Kit. Down Draft Duct X Heat Recovery: X fan 80 cfm BFQ80 2 X Fresh Air: 1 X fan lite BFQF70 X Bath Exh. Duct: X Dryer Vent: 1 X Special Instructions Or Comments: Accounting Department: Job # Invoice Due Date: Estimated Estimated Task - Description Hours Cost 1.54 19.40 Rou hin 2,047.0003-Fabrication Labor 04-Installation Labor 18.81 282.08 06-Piping Labor 6.38 108.38 Trim 2.047.00 14-Kitchen Vent Trim 985.0002-Material/Tax 1,334.4501-EquipmentlTax 80.00 Permit 70.0009-Permit/Other 011-Delivery Labor 1.10 13.87 20-Pull Material Labor 2.20 27.75 Total Contract: 4,164.00 12-Startup Labor 2.50 42.50 Level 1 oer ,r bI%rr glWtis o E0,01 0 t m wic A,;r 10 x 10 10 x,0 elt Qt 10 x 6 231 dm 231 dm 100d 10 6 1BxB 10 dm 6' via 8 x 44. 8 , e 36 d rt-din-kM 8x4 4•/ ° la Cavin bath 46 dm !sir $ I CF° 8 4• 24x18 899 dm ac T ViN pantry bed2 e x 8 dm 4 ~iOx6 t O x 6 14 x 6 74 dm AHU ON METAL STAND73dm 6 . 9' toyer 2.0 TON 240VI 5KW HP garage 8x4 e• 26 ttm toxe 14x6 Cf2 102 ctm5' 10X6 52 d cl3 bed3 Job #: Starlight - Wyndham Energy Air, Inc Scale: 118" = IV Performed for. Page 1 Lot 202 - 1551 SR 5401 EnergyAir. Ct RightSuke® Universal 2017 Orlando, FL 32810 17.0.08 RSU17013 Sanford, FL 32773 Phone: 407-886-3729 ...m Preetrve%Lt 202-1551SR rup www.energyalmom GRenner@energyaircom 39_s- FINAL BOUNDARY SURVEY t m N VI/YNDHAM PRESERVE - LOT 202 oc.. z7 a v II t C4 w WYNDHAM PRESERVE 0 d LOT 202 a, U PB 81, PG 93) c 6Z encc ooa N m I a a 1 I NORTH BOUNDARY LOT 203 ' LOT 196 L/NE OF LOT 1 i • • ' 115.00 N89 43 03wE I R N 8 '43'03 E TELEP 0 9.2 5.00 SIR L, PEDEST% 44.4 25.3 U 10.0 45.3 W y ;o a fQ I STORY N CONCRETE DRIVEWAY ad RESIDENCE I 3885 NIGHT HERON 7.0 I a U LOT 202 DRIVE "' I AREA = ^ ^ 0 1 W I ,,, in x (, LOT 197 N 6,900 S.F. +/- M 1FFE= 22.69' 7.0 it > E" iCONCWALKIh o a x U') A/C PAD O 11 Z 44.4' 45.3 25.31 V) zz CV 8 SIR v ! I / C S CD a S89'43'03'1N 115.00' / V' LOT 201 I ooA LOT 198 LB -Licensed uainesa L EGEND:ADUSSO-Access/Drainage/Utilities/Sidewalk BFP-Backflow Preventer Distance Easement S -Survey PRM-Perma/ Sight nent Ref. Monument Reported PCP -Permanent Control Point 0 -Description FP&L -Florida Power & Light R P -Plot FFE -Finish Floor Elevation D. . -Deed Book Water Meter O.R. -Official Records Book D4 -Water Valve P.B. -Plat Book 10r-Fire Hydrant Pg• -Page RCM -Reclaimed Water Meter Elev.-Elevation RICC4-Reclaimed Water Valve Conc. -Concrete D -Cable Box BP -Brick Paver m -Telephone Box SW -Sidewalk E -Electric Box FFE -Finished Floor Elevation 0 -Utility Pole CI -Curb Inlet Guy Pole GTI-Grote Top Inlet Light Pole P.U.E.-Public Utility Easement Guy Anchor RCP -Reinforced Cone. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride Storm Sewer Manhole NCS -No Comer Set (Falls in Water) m -Sanitary Sewer Manhole SF -Square Feet ENNo -Electric Handhole D.U.E. -Drainage/Utility Easement COO -Clean Out FMGO -MAG NAIL do DISK 1CVC4-Irrigotion Control Valve P.K. -Parker Kolon Nail 1' -Sign SIR -Set 1/2' Iron Rod L87768 WM Gate Water Valve SPKO -Set P.K. & Disk L87768 Gas Meter FIR -Found 1/2" Iron Rod L87768 11. -Existing Grade FIP -found 1/2' Iron Pipe L87768 a -Blow-off Valve FPKD -Found P.K. Nail &Disk L87768 -^"--Drainage Flow Direction FCM -Found 4'x4' Concrete Proposed Design Grade Monument PRM LB7778 As-Built/Existing GradNote: Some items in above lea en may not be ane icahle I Description I Date I Dwn.ICk'd I P.C.IOrder N A SURVEYOR'S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this survey, and Is subject to title review and/or abstract. GeoPoint Surveying, Inc. makes no representations or guarantees pertaining to easements, rights -of -way, set back lines, reservations, agreements, and other similar matters. 2. This survey is limited to above ground visible improvements, and that nothing below the ground was located including, but not limited to foundations (footings), utilities, etc. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. This Survey Is subject to matters shown on the plat of 1NYNOHAM PRESERVE', City of Sanford Seminole County, Florida. 5. Additions or Deletions to survey maps or reports by other than the signing party or parties is prohibited without the written consent of the signing party or parties. 6. This survey is intended to be displayed at 1' - 20'. 7. All boundary line dimensions are field measured unless otherwise noted. Wz Building Setbacks Setbacks: Per construction plans for NMDHAM PRESERVE, City of Sanford, Seminole County, Florida. Front 25' Rear = 20' Side = 7.5' PREPARED FOR:, ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone 'X" DESCRIPTION: LOT 202, according to the plat of "WYNDHAM PRESERVE" according to the plat thereof as recorded in Plat Book 81, Page 93 of the Public Records of Seminole County, Florida Last Date of Field Survey: 5 25 2018 555 Winderley Place, Suite 109 This certifies that a survey of the hereon described property Maitland, FL 32751 was made under my supervision and meets the Standards of Phone: (321) 270-0440 Practice set forth by the Florida Board of Professional Fax- (813) 248-2266 Surveyors & Mappers in Chapter -17, Florida Administrative Licensed Business No. LB 7768 code, pursuant to S 27, Florida Statutes. GeoPoint Surveying, Inc. James D. LONAL S L56915 Drawn: MTP Checked: JDL P.C.: Data File:11ila Eat -PlatFLORIDAPROFESSIONALSURVEYOR6: MAPPER N0. ................ NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL Date: 5/29/18 Dwg: &uwrfad-1a1202 Order No.: WSED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SEC. 17 - TWN. 20 S. - RNG. 111 E. Fleld Bk: