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HomeMy WebLinkAbout3891 Night Heron Dr 17-3197; NEW SFH31 1 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: q7 Documented Construction Value: S 1 is"1"0.ac Job Address: 34$9 j M i e,Y-tt- !-4 a rcn %r; v e. Historic District: Yes No Parcel ID: 17-20-31-502-0000-o-l-p1 tj Wyndham Preserve Lot Zk\U j 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 Fag: 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: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 Fag: 407-647-0700 City, State Zip: Lake Mary, FL 32746 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: 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, bollers, beaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: St° Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compli a with al pplicable laws regulating construction and zoning. 4Q )C , s. o O er/Agent Date Signature of Contractor en DateRobertWillets Print Owner/Agent's Name 3L AW-I - Signature of Nota -State of Florida 4 Date Share Mange, NOTARY PUBLIC STATE OF FLORIOP Comm# GG1131 t 1 Owner/Agent is * 1 rs6"tyditbWW,'-&Me or Produced ID Type of ID Print Contractor/Agent's Name Pt ` S `)z, Signattre of Nota - of gatgpe Man"' Date NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 Expires 6/21/2021 Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building R Electrical o"' Mechanical B' Plumbing®" Gas[] Roof Construction Type: V E!> Occupancy Use: Flood Zone: k-% -%ACAEp Total Sq Ft of Bldg: L'k62 Min. Occupancy Load: l'S # of Stories: New Construction: Electric - # of Amps I So Plumbing - # of Fixtures t S Fire Sprinkler Permit: Yes No © # of Heads APPROVALS: ZONING: RZ 14 It 113 UTILITIES: ENGINEERING: V'1' CC. 1 (-b-%1 FIRE: COMMENTS: _ Ok to construct single family home with setbacks and impervious area shown on plan. Ie)Z-? ;re4'ly- u, CT Fire Alarm Permit: Yes No Q WASTE WATER: BUILDING: --F Revised: June 30, 2015 Permit Application P=187' 7 1 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: 3891 Night Heron Drive Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-2010 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: FOW 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 USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A _ FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway 0 The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 17-3197 Reviewed by: Michael Cash, CFM Date: November 21, 2017 JLk CITY OF SA ORD BUILDING & FIRE PREVENTION l PERMIT APPLICATION 7rli _ Application No: ' 'q Documented Construction Value: S Mo l 3$ O Job Address: 3$9 1'a lrtt- l-i-eron —iJv; ve. Historic District: Yes No Parcel ID: 17-20-31-502-0000-allo1 p- Wyndham Preserve Lot CCU I 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 Fag: 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- -407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 Fag: 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 WITFI 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: 51° Edition (2014) Florida Building Code Revised: J 4 0,, 201S ; Permit Application M V 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 compli a with a pplicable laws regulating construction and zoning. q —4--- (= I F, I )E-), Si o O er/Agent Date Signature of Contractor ` a Date ODert Willett Print Owner/Agent's Name a Qa- Signature of Nota -State of Florida Date Shayne Mange, NOTARY PUBLIC STATE OF FLORIDP Comm# GG11311 t Owner/Agent is 11 rS4"; 1ydMW&Me or Produced ID Type of ID Print Contractor/Agent's Name AA-0 anaa,)- ot sli:zs, Signature of No of 15hWe an ' Date NOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 Expires 6/ 21 /2021 Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: 311'- e WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application THIS NaINSTRUMENT me: Starlight Homes Florida, LLC GRANT MALOY SEMINOLE COUNTY Addresa: 1064 Greenwood Blvd Suite 124 lake Magi, FL 32746 CLERK OF CIRCUIT COURT & COMPTROLLER Br. 9021 P9 238 (1P9s) CLERK' S A NOTICE OF COMMENCEMENT RECORDEDT111/08/2317701:38:51 PM RECORDING FEES $10.00 State of Florida RECORDED BY .ieckenro County of Seminole Permit Number. I 3 Parcel ID Number. 17-20-31-502-0000-9-01 O The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713. Florida Statutes, the following Information Is provided In this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address If available) Wyndham Preserve. PB 81 Pgs 93-102. Lot 1 A - e GENERAL DESCRIPTION OF Construct New SFR OWNER INFORMATION: Name: Starlight Homes Florida, LLC Address: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076 Fee Simple Title Holder (of 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 Uenors 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 I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under nal f perjury, I declare that I have read the foregoing and that the facts stated In It are true It of my nowledge and belief. Owners Signature Owners Printed Name Florida Statute 713.13(1)(9):The owner must sign the notlee of commenomnerd and no one also may be permitted to sign In his or her stead.' O;?iis W aoe s c V t_ O State Of County of %941 The foregoing Instrument was ackno god before me this, day of z o'- 4-E£ . 20 1 w a p urxc w by 1 1 . Who Is personally known to me ®W 0 UZName ofpersonmakingstatementORwho has produced Identification type of Identification produced: cc W vz Shayne Mangel m C NOTARY PUBLIC S STATE OF FLORIDA St'ltComm# GG113111OExpires 6/21/2021 Notary signature f= C 2 r . 0 oo Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & LURID '` • F 187_ Landscaping in Right -of -Way www.sanfordfl.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or In the City of Sanford's right-of-way in accordance with the 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 what'sbalOW. size and location of the existing right—of-way and use shall be provided or application could be delayed. Call belsreyou mg. 1. Project Location/Address:3$9I wins - pn ri e , Yt4 rd V-L_ 3a1-15 2. Proposed Activity: Cl Driveway Walkway Other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: C enbr4 Y1tc i-1 bn [ v'-le+] t:::Vp(L This application is Signature: s Address: 1 Print Name: John Reny Phone: 40= -TO g — CAt—k Fax: LbLrl— &J=E1— 6-70a Email: 1'1-1 maintenance KesponsiDiiitiesnnaemnitication The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall Include maintenance of the Improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said Installation/improvement fully restoring the rightof-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 Requestor's expense and, If necessary, file a lien on the Requestor' s property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, Indemnify, and hold harmless the City, Its councilpersons, agents, servants, or employ- ees ( appointed, elected, or hired) from and against any and all IlablliUes, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or Injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or Indirectly out of or connected with the use of the City s right-of-way. I have rea_4.atfid uMGrst$nd the above statement and by signing this application I agree to its terms. Signature: Date: _1t— a-[ -a This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre - pour Inspection by: Date: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by. Special Permit Conditions: Official Use Only Fee: Date: Date: Date: Date: - ki' Zi -"ZOII Date: Movemoer zoi 5 ROW Use Driveway pdf REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 1 O- X 1-17 Project Name: Wyndham Preserve - Lot0-10l Project Address3%g1 N 1 N L)F mnkahford 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: l . This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. P . t Owne-frenant Signature ofOwner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Willets Print N e of Gen. Contractor Signature of Gen. Contractor CGC 1522347 Gen. Contractor License # dt Easter-&Q2K Print Name of El. Contractor Signature of El. Contractor EC MWgfD El. Contractor License # CALLED INTO: Progress Energy o Florida Power and Light on _/ / Rev. 02/10/15) REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # 1'1- StQ-1 Address: 2-,QA \ A-,-R..,J 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 ELECTRICAII; PERMIT _ Min Max Description 10 Inspection Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final eI 1111SK' Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL%PERMIT r •• 77` 0 Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 Revision Response to Comments Permit # 'N 0( Project Address: Contact: Trades encompassed in revision: LtYBuilding Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date l I l g l IS General description of revision: ROUTING INFORMATION Approvals 0 Building 5F %-ZS- %8 IS.XRFORD FIRE DEPARTMENT PLAN REVIEW COMMENTS Building & Fire Prevention Division Application Number: 17-3197 Date: 12-21-2017 Project Description: New SFR Contact Name: Shayne Mangel Job Address: 3891 Night Heron Dr Contact Email: Shayne.MangelnastarliQhthomes.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter I are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two conies ofaffkwPlan sheets and/or supplemental information as requested. Permit submittals will not be accented without two conies. COMMENTS: I. The Truss Engineering package submitted is for a 1769 Hawking model. The plans/permit are for an 1827 Firefly Elevation U model. Please submit two (2) copies Truss Engineering and a truss layout from the manufacturer for the correct model — 1827 Firefly. FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Mice meetines with cite plans examiner to discuss comments will require an anointment, arraneed by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 201 -1827 UR Builder Name: Starlight Homes Street: Nit t L"kxvl ( Permit Office: Seminole County City, State, Zip: Sanford , FL, 32773 Permit Number. # 1 7 - 3 1 9 7 Owner.orS t,.- } Design Location: FL. Sanford- Jurisdiction: County:: S Climate Zone 2mmoTe-(Florida 1. New construction or existing New (From Plans) 9. Wall Types (1820.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1603.00 ft2 b. Frame - Wood, Adjacent R=13.0 217.00 ft' 3. Number of units, if multiple family 1 c. WA R= ft2 4. Number of Bedrooms 4 d. WA R= ft2 5. Is this a worst case? No 10. Ceiling Types (1909.0 sgft.) Insulation Area a. Under Attic (Vented) R=30.0 1909.00 ft2 6. Conditioned floor area above grade (ft2) 1909 b. WA R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(161.0 sgft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 381.8 a. U-Factor: Dbl, U=0.34 120.00 ft2 SHGC: SHGC=0.26 b. U-Factor. Dbl, U=0.58 41.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U-Factor. N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-factor: N/A ft2 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 (1909.0 sgft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1909.00 ft2 b. Conservation features EF: 0.950 b. NIA R= ft' None c. N/A R= ft2 15. Credits Pstat Total Proposed Modified Loads: 56.30 Glass/Floor Area: 0.084 PASSTotalBaselineLoads: 57.20 I hereby certify that the plans and specifications covered by Review of the plans and fc-CKE SrgT this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance O 12er with the Florida Energy Code. m,,,-•., s;`f?;'"„ PREPARED BY: { Before construction is completedag DATE: C( 4 u / / this building will be inspected for 0 compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Ener Code. COD wt OWNER/AGEN BUILDING OFFICIAL: DATE: DATE: 1-:2 3- IR Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and starting July 1, 2017 this project requires an envelope leakage test report with envelope leakage no greater than 7.0 ACH50 (R402.4.1.2). 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. 9/21/2017 10:00 AM EnergyGaugeO USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Building Type: Owner. of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 201 - 1827 UR User 1 Starlight Homes Seminole County Single-family New (From Plans) Bedrooms: 4 Conditioned Area: 1909 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot Information Lot # 201 Block/SubDivision: Wyndham PlatBook: Street: County: Seminole City, State. Zip: Sanford , FL. 32773 CLIMATE V 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 1909 17753.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1909 17753.7 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 171.8 ft 0 1909 ft2 0 0 1 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Hip Composition shingles 2135 ft' 0 fe Medium 0.6 N 0.5 No 0 26.6 ATTIC v # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1909 ft' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1909 ft= 0.1 Wood 9/21/2017 10:00 AM EnergyGaugeO USA - v5.1 - Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 1 S Exterior Concrete Block - Int Insul Main 4.1 58 6 9 4 546.0 ft' 0 0 0.6 0 2 E Exterior Concrete Block - Int Insul Main 4.1 18 6 9 4 172.7 W 0 0 0.6 0 3 N Exterior Concrete Block - Int Insul Main 4.1 55 9 9 4 520.3 ft' 0 0 0.6 0 4 W Exterior Concrete Block - Int Insul Main 4.1 39 0 9 4 364.0 ft2 0 0 0.6 0 5 E Garage Frame - Wood Main 13 23 3 9 4 217.0 ft' 0 0 0.01 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Wood Main None 39 3 7 21 fl' 2 Wood Main None 39 2 8 7 18.7 ft' WINDOWS Orientation shown is the entered. Proposed orientation. Wall Overhang Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 S 1 Vinyl Low-E Double Yes 0.34 0.26 30.0 IP 1 ft 0 in 1 ft 0 in None None 2 e 2 Vinyl Low-E Double Yes 0.34 0.26 15.0 ft' 1 ft0 in 3 ft8 in None None 3 e 2 Vinyl Low-E Double Yes 0.34 0.26 15.0 ft' 1 ft 0 in 5 ft 6 in None None 4 N 3 Vinyl Low-E Double Yes 0.34 0.26 15.0 ft" 1 ft 0 in 1 ft 0 in None None 5 w 4 Vinyl Low-E Double Yes 0.58 0.25 41.0 ft' 1 ft 0 in 1 ft0 In None None 6 W 4 Vinyl Low-E Double Yes 0.34 0.26 45.0 ft" 1 ft 0 in 1 ft0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 403 ft° 403 W 64 It 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH( 50) .000414 2071.3 113.71 213.85 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Duds 1 Electric Heat Pump Split HSPF:8.2 30 kBtu/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 drn 0.7 1 sys#1 9/21/2017 10: 00 AM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 3 of 4 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 Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft' DUCTS Supply — Return — Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 381.8 ft Main 95.45 ft Prop. Leak Free Main chn 57.3 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan HeatinH Jan Feb Mar H Feb ki Mar E A r Apr Ma [ Xj Jun Jul Au May [ ] Jun Jul Aug r] Se Sep E Oct Nov Oct f X Nov Dec Dec Ventin Jan Feb [[XX Mar X Apr May [)Jun Jul Au Se X Oct [X 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 62 0 0 1 - Electric Heat Pump 1 - Central Unit 9/ 21/2017 10:00 AM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 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 1603.00 ft2 b. Frame - Wood, Adjacent R=13.0 217.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1909.00 ft2 6. Conditioned floor area (ft2) 1909 b. N/A R= ft' 7. Windows" Description Area c. N/A R= ft= a. U-Factor. Obl, U=0.34 120.00 ft° 11. Duds a. Sup: Attic, Ret: Main, AH: Main R ft2 6 381.8 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 41.00 ft2 SHGC: SHGC=0.25 12. Cooling systems kBtu/hr Efficiency c. U-Factor. N/A ft2 a. Central Unit 30.0 SEER:14.00 SHGC: d. U-Factor: WA ft2 13. Heating systems kBtu/hr EfficiencySHGC: a. Electric Heat Pump 30.0 HSPF:8.20 Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.257 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1909.00 f12 a. Electric EF: 0.95 b. N/A R= ft2 c. N/A R= ft2 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: (1 ,, 0-^ Date: 1 p- - N Address of New Home: 38q tQh-pn City/FL Zip:,`r L 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. 9/21/2017 10:00 AM EnergyGauge® USA - v5.1 - 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 201 - 1827 UR 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. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim 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 1 vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 9/21/201710:00 AM EnergyGaugeO USA - v5.1 - 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 201 -1827 UR 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:: 1909 sq.ft. Cond. Volume: 17754 cu ft. Envelope Leakage Test Results Regression Data: C: n: 16.1 Leakage Characteristics CFM(50): ELA: Single or Multi Point Test Data I HOUSE PRESSURE I FLOW: I EgLA' ACH: SLA: ACH(50) ' For prescriptive projects, tested leakage must be 7 ACH(50). For performance projects, tested leakage must be <= the ACH(50) shown on Form R405-2014 for this project. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7). Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures: 3. Interior door:, 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: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 4 A c 4V-0oWE 9/21/2017 10:00 AM EnergyGauge® USA - v5.1 - 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 201 - 1827 UR 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 System 4 cfm25(Out) 5 Total House Sum lines 1-4 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: 9/21/2017 10:00 AM Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, g), or (i), Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software O KtIE STg7 I" uaa 4COD WE' J Page 1 of 1 11 wrightsoft° Project Summary Job: Stadight-wyndhamPrese... J • 1 Date: 4118/2017 Entire House Ehr Energy Air, Inc Plan: 1827 U 5401 Energy Air, Ct, Orlando, FL 32810 Phone 407-886-3729 Email: GRenner®energyairmm Vkkb• vmwenergyairoom For. Lot 201 -1827 UR, Starlight Homes Sanford, FI 32773 Notes: Design Information Weather. Orlando ExecutiveAP, FL, US Winter Design Conditions Outside db 44 OF Inside db 68 OF Design TD 24 OF Heating Summary Structure 15199 Btuh 77916211 Btuh CCeenntral vent (62 dm) Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 18599 Btuh Method Construction quality Fireplaces Area (ft) Volume (ft) Air changes/hour Equiv. AVF (dm) Infiltration Simplified Semi -tight He tin Co910 17760 17760 0.26 0.14 77 41 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO300000A AHRI ref 7835429 Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range L Relative humidity 50 Moisture difference 44 grAb Sensible Cooling Equipment Load Sizing Structure 16660 Btuh Duds 2205 Btuh Central vent (62 c(m) 1199 Btuh Outside air Blower 0 Btuh Use manufacturer's data Rate/swing multiplier y 1.00 Equipment sensible load 20064 Btuh Latent Cooling Equipment Load Sizing Structure 2027 Btuh Ducts 319 Btuh Central vent (62 dm) 1840 Btuh Outside air Equipment latent load 4186 Btuh Equipment Total Load (Sen+Lat) 24249 Btuh Req. total capacity at 0.70 SHR 2.4 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NBO300000A Coil FB4CNP030L AHRI ref 7835429 Efficiency 8.2 HSPF Efficiency 11.7 EER,14 SEER Heating input Sensible cooling 20020 Btuh Heating output 28600 Btuh @ 47°F Latent cooling 8580 Btuh Temperature rise 29 OF Total cooling 28600 Btuh Actual airflow 899 cfm Actual airflow 899 dm Airflowfactor 0.053 cfmBtuh Airflowfador 0.048 dmBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.83 Capacity balance point = 34 OF Backup: Input = 5 kW, Output =17616 Btuh,100 AFUE Boldke is values have been manuaUyovenidden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft' Rght-Sui"Llnhersal201717.028RSU17013 2017-Sep 21 09.1 Paapege 1 ACCA ... Specificlwyndham PresernetLot 201 -1827 UP-rup Calc = MR Front Door laces: E wrightsofts Manual S Compliance Report Entire House Energy Air, Inc 5401 Energy Air, (.Orlando. FL 32810 Phone.407-886-3729 Email: GRenner®energyaicmm Web mweenergyairoom For. Lot 201 -1827 UR, Starlight Homes Sanford, FI 32773 Design Conditions Job: Starlight -Wyndham Prose... Data: 4/1812017 W. Plan: 1827 U Outdoor design DB: 92.6°F Sensible gain: 20064 Btuh Entering coil DB: 76.2°F Outdoor designWB: 75. 9°F Latent gain: 4186 Btuh Entering coilWB: 63.6°F Indoor design DB: 75.0°F Total gain: 24249 Btuh Indoor RH: 50% Estimated airflow: 899 dm Manufacturees Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer. Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow. 899 dm Sensible capacity: 20104 Btuh 100% of load Latent capacity: 6015 Btuh 144% of load Total capacity: 26119 Btuh 108% of load SHR: 77% Design Conditions Outdoor design DB: 44.2°F Heat loss: 18599 Btuh Entering coil DB: 66.3`F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer. Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 dm Output capacity: 28600 Btuh 154% of load Capacity balance: 34 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer. Model: Actual airflow. 899 ctrn Output capacity: 5. 2 kW 95% of load Temp. rise: 50 °F Meets all requirements ofACCA Manual S. 2017-Sep-21 0950 51 wrightsoft• Right-Sui"Uniwrsal20l7 l7.028 RSU17013 Page 1 ACCA..SpedfickVWndhamPreserwtLot201-1827URlup Calc=AU2 Front Door faces: E wrightsoft• Duct System Summary Entire House Energy Air, Inc 5401 Energy Air, a Orlando, FL 32810 Phone:407-886-3729 Emad. GRenner®energyalrcom Wab: vmwenergyaircom Projectto For. Lot 201 -1827 UR, Starlight Homes Sanford, FI 32773 Job: starlight -Wyndham Prese... Date: 4118/2017 W Plan: 1827 U Heating Coding 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 0.168 in/100ft 0.168 in/100ft Actual airflow 899 dm 899 dm Total effective length (fEL) 167 ft Supply Branch Detail Table Name Design Btuh) Htg dm) Clg dm) Design FIR Diam n) H x W n) Duct Mal Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Ba2 h 623 33 17 0.377 4.0 Ox 0 VIFx 4.3 70.0 Beat h 1239 66 43 0.349 5.0 Ox 0 VIFx 5.2 75.0 Bed3 h 3572 189 135 0.349 7.0 Ox 0 VIFx 10.3 70.0 Bed4 h 1441 76 49 0.177 6.0 Ox 0 VIFx 28.5 130.0 st2 FanuD"inMit c 2075 64 99 0.174 6.0 Ox 0 VIFx 35.5 125.0 st1 FamUnhOt-A c 2075 64 99 0.190 6.0 Ox 0 VIFx 22.2 125.0 stl Fanv9nMit-8 c 2075 64 99 0.182 6.0 Ox 0 VIFx 29.0 125.0 stl Femtinnat-c c 2075 64 99 0.178 6.0 Ox 0 VIFx 32.4 125.0 stl Foyer h 750 40 34 0.376 4.0 Ox 0 VIFx 4.5 70.0 We h 892 47 26 0.175 4.0 Ox 0 VIFx 29.8 130.0 st2 Wed h 2741 145 136 0.168 7.0 Ox 0 VIFx 36.7 130.0 st2 WC h 544 29 17 0.177 4.0 Ox 0 VIFx 28.3 130.0 st2 Indy c 953 18 45 0.170 4.0 Ox 0 VIFx 29.3 135.0 st2 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type dm) dm) FIR Opm) in) in) Material Trunk st1 PeakAVF 256 396 0.174 725 10.0 0 x 0 VinlFlx st2 PeakAVF 315 274 0.168 578 10.0 0 x 0 VinlFlx Bdd*alic values have been manuallyovenidden 2017-Sep-21 09:5051 wrightsoft• Nght-Suite®Universal 201717.028 RSU17013 Page 1 ACCA .-SpedfidWtndham Preservetot 201 -1827 UR.rup Celc = MJ8 Front Door faces: E Name Grille Size (in) Htg dm) Clg dim) TEL 8) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Dud Mat! Trunk rbl Ox 0 899 899 0 0 0 0 Ox 0 VIFx 2017-Sep-21 09 50.51wrightsoft• Pight Sui"Llni%ersal 20l7 l7.028 RSU17013 Page 2 ACCK...SpecifidWyndharnPresem%Lot201-1827UR.rup Calc=MA Front Door faces: E Job*. Starlight - Wyndham Preserve Performed for: Lot 201 -1827 L R Sanford, FI 32773 Level 1 Energy Air, Inc 5401 EnergyAir, Ct Orlando, FL 32810 Phone: 4074W-3729 www.energyair.com GRenner@energyaircom Scale: 1/8"=1'0" Page 1 Righk%itsS Uni%emal 2017 17.028 RSU17013 2017Sep-2109 5103 m Preseneld 201-1827 UR.rup VTR . VTR 1-1/2"VTR I I I I STUDOR I I I I I KS I I WC, I I SH y I I 300 LAV 3" I WC LAv 2" I I I TUB 3" WM V C/O 0 2 G CA O Fir o PLAN .1827 PLUMBING RISER DIAGRAM W WYNDHAM PRESERVE - LOT 201 00 N PLOT PLAN o , u rn N ao 4- z o WYNDHAM PRESERVE LOT 201 o Proposed) vyr c vt V cz° a, M LEGAL DESCRIPTION rn I c c N DESCRIPTION: A parcel of land lying in Section 17, Township 20 South, Range 31 East, Seminole County, Florida, m^ and being more particularly described as follows: LOT AREA CALCULATIONS LOT = 6.900 SQ.FT. LIVING AREA= 1,909 SQ.FT. GARAGE = 403 SQ.FT. PORCH = 70 SQ.FT. DRIVEWAY = 405 SQ.FT. PATIO = 100 SQ.FT. WALKWAY = 77 SQ.FT. A/C PAD = 9 SQ.FT IMPERVIOUS= 43.1 R SOD = 3.927 SQ.FT. OFF LOT AREA CALCULATIONS R/W = 1,500 SQ.FT. APRON 114 SQ.FT. SIDEWALK = 300 SQ.FT. SOD = 246 SQ.FT. TOTAL AREA AREA 8.400 SQ.Fr. DRIVEWAY = 519 SQ.FT. SIDEWALK = 377 SQ.FT. SOD = 4,173 SQ.FT. 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.89052'08"E., a distance of 634.86 feet; thence N.00°16'57"E., a distance of 353.86 feet to the POINT OF BEGINNING; thence N.00°16'57"W., a distance of 60.00 feet; thence N.89°43'03"E., a distance of 115.00 feet; thence S.00016'57"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. LOT 198 POINT OF - BEGINNING LOT 199 I. POINT OF 00 COMMENCEMENT SOUTH UNE OF CID SOUTHWEST CORNER OF THE NORTHEAST 1/4 o M THE NORTHEAST 1/4 OF OF SEC 17-20-31 Z SECTION 17-20-31 ( BASIS OF BEARING) N8634.86' „ E LOT 202 AD• 26.2- r P 63.5 00 PROPOSED 1 STORY RESIDENCE 0 1827 FIREFLY c PATIO M ELEVATION - U 1,b.0 GARAGE - RIGHT FFE= 22.5 C4 LOT 201 AREA = 26.2' 6,900 S.F. t sa.s rcr—rooi cgui men" LEGENDADUSSD-AccessDrains a : Utilities Sidewalkg / / LB -Licensed usiness BFP-Backflow Preventer Sight Distance Easement 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. . -Deed Book Water Meter O.R.-Official Records Book D4-Water Valve P.B. -Plat Book 1 r-Flre Hydrant Pg. -Page RC® -Reclaimed Water Meter Elev. -Elevation RCD4-Reclaimed Water Valve Conc. -Concrete Cable Box BP -Brick Paver m -Telephone Box SW -Sidewalk El -Electric Box FIFE -Finished Floor Elevation Qj -Utility Pole Cl -Curb Inlet Guy Pole GTI-Grote Top Inlet 9-Light Pole P.U.E.-Public Utility Easement E•--Guy Anchor RCP -Reinforced Conc. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride O-Storm Sewer Manhole NCS -No Comer Set (Falls in Water) G -Sanitary Sewer Manhole SF -Square Feet ENNo -Electric Handhole D.U.E. -Drainage/Utility Easement COO -Clean Out FMGD-MAG NAIL do DISK XVD4-Irrigation Control Valve P.K.-Parker Kalon Nail I -Sign SIR -Set 1/2" Iron Rod L87768 WD4-Gate Water Valve SPKD-Set P.K. & Disk LB7768 Gas Meter FIR -Found 1/2" Iron Rod LB7768 Existing Grade FIP -Found 1/2* Iron Pipe LB7768 FPKD-Found 01-Blow-off Valve P.K. Nail & Disk LB7768 eb..-Drainage Flow Direction FCM-Found 4'x4' Concrete Proposed Design Grade onument PRM L87778 -As-Built/Existinq Grade NoMte: Some items in above leaen may not be aoolicablel Description I Date I Dwn.ICk'd I P.C.IOrder No. REVISED PRODUCT 1 9/01/17 I JE I JDL I C; . in - 6 o vni1 PORCH S89043 03-W 115.00' LOT 200 Bf' 1-7 - 319'? ZONING DATE I t Ok to construct single family home with setbacks and impervious area shown on plan. u3 . o/ o i MP - 1841 1RifV4ky - U r CTP-- oo, 11.0' I 25.31 0 I OPROPOSEt) DRIVEWAY I T— 1 25.3' 1 PROPOSEDI WALK I 1 I 1 I I I ig E 0 0 a- U a ar J W U a m A ¢ rn aoirI alz C7 Z 25.0' a - a DI11NMNSION NOTE: Proposed building dimensions shown hereon are of the ext 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 ASHTON WOODSbeenfurnishedtoGeoPointSurveying, 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 (NGVD29). 4. Proposed grades do 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) D. Lev -in er LS6915PROFESSIONALSURVEYORR&MAPPER NO. .................. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H, in Flood Zane "A" DESCRIPTION: PROPOSED LOT 201, 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: Drown: MTP I Checked: JDL I P.C.: Data File:eriaw ast-Plat Date: 6/27/17 Dwg: BrlsaonE d-LdWi Order No.: ^ SEC. 17 - TWN. 20 S. - RNG. 31 E. I Field Bk: r-- RECORD COPY PALLMER ELECTRIC Ashton Woods Homes Seminole 1827 Starlight LOAD CALCULATION May 26, 2017 1. HVAC LOADS (NEC 201l - 220.82(CN31441) ZONE COMPRESSOR SIZE 1 3.00 TON 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER 1 7.00 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS TOTAL LOAD FOR COMPRESOR @ 100% TOTAL LOAD FOR AIR HANDLER @ 65% TOTAL HVAC DEMAND LOAD 11. GENERAL LOADS (NEC 2011 - 220.82M)(I1- (4)l CONNECTED LOAD 5. 40 KVA BLOWER MOTOR CONNECTED LOAD 067 7.67 KVA 13. 07 KVA 5. 40 KVA 4. 99 KVA 10. 39 KVA LIGHTING 1909 Sq Ft @ 3VA/Sq. Ft 5.73 KVA QTY VALUE TOTAL KVA 2 SMALL APPLIANCE CIRCUITS 1.50 3.00 KVA l LAUNDRY CIRCUIT 1.50 1.50 KVA I DRYER CIRCUIT 5.00 5.00 KVA 0 STACK WASHER/DRYER 5.00 WATER HEATER (1) 4.50 4.50 KVA 0 WATER HEATER (2) 4.50 1 DISHWASHER 1.20 1.20 KVA I DISPOSAL(I) 0.80 0.80 KVA 0 DISPOSAL(2) 0.80 0 RANGE/OVEN(1) 7.20 60ILDIA/6 RANGE/ OVEN (2) 12.00 12.00 KVA COOKTOP CIRCUIT 7.20 SANFORD SUMMERKITCHEN/JENAIR GAS 1.50 1 MICROWAVE CIRCUIT 2.50 2.50 KVA OFOARTM fi 0 JACUZZI TUB CIRCUIT 4.80 0 40 AMP CAR CHARGER 9.60 30AMP POOL CIRCUIT 7.20 7- 3 1 9 7 60AMPPOOLCIRCUIT14.40 1 0 80AMP POOL CIRCUIT 19.20 CONNECTED LOAD (GENERAL LOADS) 36.23 KVA IST 10 KVA (GENERAL LOADS) @ 100% 10.00 KVA REMAINDER ( GENERAL LOADS) @ 40% 10.49 KVA SUB - TOTAL (GENERAL LOADSI INEC 2011 - 220.82(B11 20.49 KVA HVAC LOADS 10.39 KVA GENERAL LOADS 20.49 KVA TOTAL DEMAND LOAD INEC 2011 - 220.82(All 30.88 KVA MINIMUM SERVICE SIZE 128.65 AMPS RECOMMENDED SERVICE SIZE 150 AMPS ice® . 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: 1827 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Starlight Homes Project Name: WP0201 Model: 1827 Tampa, FL33610-4115 Lot/Block: 201 Subdivision: Wyndham Preseve Address: City: Sanford 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: FBC2014/TP12007 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 17 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 Engineers Rules. No. I Seal# I Truss Name I Date 1 1 T12924963 1 AO 1/10/18 12 1 T129249641 A02 1 1/10/18 I 13 I T12924965 I A03 1 1 /10/18 1 4 I T12924966 I A04 1 1/10/18 1 I5 1 T129249671 A05 1 1/10/18 I 16 I T129249681 A06 1 1 /10/18 17 I T12924969 I A07 11 /10/18 I 18 I T1292497O I A08 1 1/10/18 I 19 I T12924971 I A09 1 1/10/18 110 1 T1 2924972 1 Al 1 1/10/18 I 111 I T129249731 B01 1.1/10/18 112 1T129249741 B02 1 1/10/18 I 113 1 T129249751 CJ 1 1 1 /10/18 14 T12924976 1 CJ3 1/10/18 15 T12924977 1 CJ5 1/10/18 16 IT12924978JEJ7 1/10/18 117 1 T129249791 HJ7 1 1 /10/18 1 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 - Tampa. Truss Design Engineer's Name: Velez, Joaquin 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. 1 7 - 3 1 9 7 111111111/,,, PQU 1 N E NSF.. 68182 1 STATE OF WZ 10 N A%- E;..`. 1111111111 Joaqu Velez No.66182 Mtfek SA, I Ft. Cart 66M 6904 rke 61W. Tampa Fl. 33610 Date: January 10,2018 Velez, Joaquin 1 of I Job Truss Truss Type Oty Ply T12924963 1827 ' A01 HIP GIRDER 1 2 Job Reference (optional) tsuuaers rlrsl5ource, I ampa, rlant Lary, rwnaa "335t5b 8.130 s 5ep 15 2017 MITek Industries. Inc. Wed Jan 10 12:07:17 2018 Page 1 ID:rbOYL3Jo1CV 1 Ut FgSJd63xypdA?•gAuVD2D4GX14krTRgOBSFuZtFPbbUeSrmZwuBgzwmCe 1.0.0 4- -6 7.0.0 13.3.14 19.6.0 25 8.2 32.0 0 34.9-IO ILO 0 0 0- 0.0 4.2-6 2-9.10 6-3.14 6-2.2 6.2.2 6.3-14 2-9.10 4.2.6 .0 1 I Scale = 1.66.8 II ' 5x6 = 5.00112 2x4 11 3x8 = 3x6 = 3x8 = 56 = 20 21 5 22 23 6 724 25 26 B 27 28 9 illl cA v 1 12 4x6 =I 19 29 30 18 17 31 32 16 33 34 35 36 15 14 37 38 13 4x6 = Sx8 6x8 = 2x4 11 5x8 = 2x4 11 6xe = 5x8 = LOADING (psf)1 SPACING- 2.0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.49 16 >931 240 MT20 244/190 TCDL 7.01 Lumber DOL 1.25 BC 0.94 Vert(TL) -1.14 16 >405 180 BCLL 0.01. Rep Stress Incr NO WB 0.73 Horz(TL) 0.20 11 rVa IVA BCDL 10.01 Code FBC2014/TP12007 Matrix-SH Weight: 441 lb FT = 20% LUMBER- i BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD M SP No.2 BOT CHORD Rigid ceiling directly applied or 9-0.8 oc bracing. WEBS 2x4 SP No 3 REACTIONS. (lb/size) 2=2942/0.8.0, 11=2941/0-8-0 Max Horz 2=46(LC 12) Max Uplift 2=-983(LC 4), 11=-983(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=-6640/2219, 3.4=-6621/2247, 4.5=-6209/2126, 5-7=-10532/3593, 7-8=-10532J3593, 8-9=-6206/2124, 9.10= 6618/2245, 10.11= 6636/2217 BOT CHORD 2.19=-1974/6017, 17.19=-3165/9503, 16-17=-3165/9503, 15.16=-3163/9496, 13.15_ 3163/9496, 11-13=-1982/6014 WEBS 3-19=-139/263, 4.19=-531/1999, 5.19- 3669/1256, 5-17=0/527, 5.16=•373/1169, 7.16=-683/426, 8.16=-378/1177, 8-15=0/527, 8.13=-3664/1253, 9-13=-530/1996, 10-13=-140/264 NOTES- (10) 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7.0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connecteb as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced root live loads have been considered for this design. 4) Wind: ASCE 7-110; Vult=140Mph (3-second gust) Vasd=108mph, TCDL=4.2psf: BCDL=3.0ps1; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope); Lumber DOL=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 nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between ilia bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qf=lb) 2=983, 11=983. 1 1 Q WARNING- Verily design parunetets and READ NOTES ON THIS AND INCLUDED MIfEK REFERANCE PAGE 10.7473 rev. 1011=0I5 BEFORE USE. Design valid tot use only Win, Mllek®conrleclers. ft design Is 1.1c1sod only upon parameters shown, and Is for on Itx]Mdual txAdlg component. not a truss system Before use. the bWdirtg desigrlcr must vodty the afxAlcab9lty of design rwlamelen and rxoWly Incortmoto this design Into the overall building design. Britetrg Indicated is to rxovent btteklkV of Individual truss web aril/or chord members only. Additional lemrlorary and permanent txaetrlg M iTek' is always recIL&Od ro sfdNllty and to lxevonf cotloixe vAlh posd)lo persond "Ay and lxoperty damago for general guidance regarding the labricalkm, storage- deltvery• erectk)n and bradrlg of frtmes and muss systerm. see.ANSI/1PI I Quality Criteria. OSS-89 and 6CSI SuIlding Component 6904 Parke Ent Blvd Safety Information avdlaUle from miss Rate Institute, 218 N. lee Sheet. Sulle 312. Alexandra. VA 22314. Tarrpe. Fl. 33610 Job Truss Truss Type , Oty Ply T12924963 1827 A01 HIP GIRDER 1 2 Job Reference (optional) Builders Firstsource, Tampa, Plant (;lly, Florida 33566 a.1su s bep 15 Lul I Ml I eK mausmes. Inc. wed Ian iv 1z:ui:i i zuru r-age z ID:rbOYL3Jo1CV I U t FgSJd63xypdA?-gAuVD204GXr4krTR908SFuZtFPbbUeSrmZwuBgzwmCe NOTES- (10) 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 203 lb down and 203 lb up at 7-0-0, 105 lb down and 107 lb up at 9.0.12, 105 lb down and 107 Ib up at 11.0-12. 105 lb down and 107 Ib up at 13-0-12, 105 lb down and 107 Ib up at 15-0-12, 105 lb down and 107 Ib up at 17-0-12, 1051b down and 107 Ib up at 19-0-12. 1051b down and 107 Ib up at 19.11.4, 105 lb down and 107 Ib up at 21-11-4, 105 lb down and 107 Ib up at 23-11-4, 105 lb down and 107 lb up at 25-11.4, 105 lb down and 107 lb up at 27.11.4, and 105 lb down and 107 lb up at 29-11-4, and 203 lb down and 203 lb up at 32-0-0 on top chord, and 317 lb down and 109 Ib up at 7-0-0. 81 Ib down at 9-0-12, 81 Ib down at 11-0-12, 81 Ib down at 13-0-12, 81 Ib down at 15-0-12, 81 Ib down at 17-0-12, 81 Ib down at 19-0-12. 81 lb down at 19-11.4, 81 lb down at 21-11-4, 81 lb down at 23.11-4, 81 lb down at 25-11.4, 81 lb down at 27-11-4, and 81 lb down at 29-11-4, and 317lb down and 109 Ib up at 31.11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) '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, 4-9=-54, 9-12=-54, 2-11=-20 Concentrated Loads (lb) Vert:4— 156(8) 6=-105(8)9_ 156(B) 19=-317(8) 5=-105(8) 17= 58(8) 15=-58(8) 8=-105(B) 13_ 317(B) 20=-105(B) 21=-105(8) 22= 105(8)23=-105(B) 24=-105(B) 25=-105(8) 26=-105(B)27=-105(8) 28=-105(8) 29=-58(B) 30=-58(B) 31=-58(8)32=-58(B)33=-58(B)34=-58(B) 35=-58(B) 36=-58(B) 37=-58(B) 38=-58(8) 0 WARNING . veft desgn pemwm and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MIF7479 rov. 16,11Yl01S BEFORE USE Design valid for use only with Mllek® conneclors. This design is based only upon poiamelets shown. and Is for an Individual building component, not a pus system. Before use, the building designer must verify the g7phbabflty, of design "ornolets and Ixopetly I1caMperole this design Into the overall hxBdkrg design. Bracing Indicated Is to rxevenl reciting of Individual Ifuss web and/or chord members only. Adtllllon l le(nparary arnd pelrnonent bracing MiTek' Is always required for stability and to Ixovent coltq)se with possible personal Intuy and Ixopeny damage. for general guidance regarding the 6904 Parke East Blvdlabricatimstorage. delivery. erection and bracing of trtissos arni truss systemm soeANSI/TPI i Quality Criteria, OSS-89 and SCSI Building Component Tampa, FL 33610SafetyInformationava/habhe from truss Plato Iu1hRAo, 218 N. Boa Street. Sidle 312. Alexandria. VA 22314 Truss Truss Type City Ply T12924964IJob1827A02Hip11 Job Reference o Gonal Builders FirstSOurce, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. wed Jan 10 12:07:19 2018 Page 1 ID.rbOYL3Jo1CVIUIFgSJd63xypdA?-cYOFekFLn8yoz9dpoRDwKJeF50FHyYmSEtP?GjzwmCc t1.0.0 4-9.14 9.00 16-09 22.11.7 30.0.0 34.2.2 39.0.0 400.0 1 00 4.9.14 4.2.2 7.0-9 6-10-13 7-0.9 4.2.2 4.9.14 h-0-d Qi1 Sx6 = 6.00 FI2 3x8 = 3x6 = 2x4 II 5x8 = Scale = 1:67.2 qbb i2k 3x6 = 17 16 3xB = 3x8 MT20HS = 15 14 13 12 20 II 5x6 = 4x6 = 30 = L:l 3x6 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0 34 14.15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(TL) 0.84 14.15 >548 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.23 10 IVA n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-SH Weight. 190 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 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 5-17 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1490/0-8-0, 10=1490/0-8.0 Max Horz 2=58(LC 16) Max Uplift 2=41 l (LC 8), 10=-411(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-3008/1786, 3-4=-2802/1628, 4-5=-2576/1566, 5.7- 3527/2115, 7.8=-3527/2115, 8.9=-2802/1628, 9- 1 0=-3009/1787 BOT CHORD 2-17=-1520/2707, 15-17=-1867/3526, 14-15=-1867/3526, 12-14=-1307/2555, 10-12=-1537/2708 WEBS 3.17=-181/253, 4-17=-358/765, 5-17=-1170/634, 5.15=0/261, 7-14=-397/344, 8-14=-643/1191, 8-12=-56/353, 9.12=-183/254 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=15ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) 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 lot a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (tJb) 2=411. 10=411. 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- VeAIy dedgn peratnefers end READ NOTES ON THIS AND INCLUDED WEK REFERANCE PAGE M07473 rev. I&W/2015 BEFORE USE Design valld nor use only Win Mllek®conrecfors. n* dwJUn Is be sod only upon parameters shown. and Is nor all ndivldrtal txAd nU Component,nol o liras syslern. Bef xo use. Ile buildlrKi desloret must verity Iho aroicat%ity of closlgn palarnelers cued lxorody hlcogxxale Ihts doslon hHo the overoll buldk o design. Bracing Indicated Is to prevent buektlrld of IrlcllvIclrx4 trim web anti/or chord members only Addliorwl lernWctry and permanent txaehlo MiTek' B always recp4red lot stability and to prevent collgbse elm possible parsoncl"and rxolorty damcgo. For general guidance rogardlno the IabxlcallorL stomoo, ciellvety, eteclkxl and Lxachlo of hrtsses and hrm syslatim SeeANS1/1PI I Quality Criteria, OSS-69 and SCSI Building Component 6904 Parke East Blvd Torttpa, FL 33610SafetyIMtxmaltonavdiablefromlamPlatohnllM1de, 218 N. Lee Street. Smile 312. Alexanclrla, VA 22314. Job Truss Truss Type Oty Ply T12924965 1827 A03 Hip 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MTTek Industries, Inc. Wed Jan 10 12:07:22 2018 Page 1 ID:rbOYL3Jo1CV 1 U 1 FgSJd63xypdA?-07iOGIHD43KMgcMOTZndyxGpyOIH9v7awrdit2zwmCZ 1.0.0 5 9 14 it-0 0 L 8.0 22.4.0 28-0.0 33-2.2 39.0.0 0.0- 0 0 5 9 14 5 2.2 5 8.0 5 8.0 5.8-0 5.2.2 5.9.14 i- E BE s-00 12 3x4 = 3x6 = 3x4 = 5 6 7 5x6 = 8 Scale = 1:66.9 36 i:, 16 " 12 36 J 5x6 WB= 3x8 = LOADING (psi) 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 BCDL 10.0 Code FBC2014/fP12007 LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 20 SP No.1 'Except' 13.15: 20 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1490/0-8.0, 10=1490/0.8.0 Max Horz 2=70(LC 12) Max Uplift 2=-391(LC 8). 10_ 391(LC 9) 3x4 = 3x8 = Sx6 wB= CSI. DEFL. in loc) I/defl Ud PLATES GRIP TC 0.68 Vert(L-) -0.32 2-16 >999 240 MT20 244/190 BC 0.91 Vert(fL) -0.88 2-16 >521 180 W B 0.71 Horz(TL) 0.20 10 n/a n/a Matrix-SH Weight: 190 lb FT = 20°b BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc puffins. BOT CHORD Rigid ceiling directly applied or 4-9.4 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-2982/1802, 3.4=-2659/1565, 4.5=-2422/1508, 5-7=-2926/1793, 7-8=-2422/1508, 8-9=-2659/1565, 9.10=-2982/1802 BOT CHORD 2.16=-1531/2690, 14-16- 1509/2883, 12.14_ 1511/2883, 10.12=-1544/2690 WEBS 3.16=-327/379, 4-16=-353/735, 5-16=-703/396, 7.12=•703/396, 8-12=-353/735, 9-12=-327/378 NOTES- (7) 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.Opsf; h=1Sit; 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=391, 10=391. 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 WARNWG - VaAry design petanmtero and READ NOTES ON THIS AND INCLUDED MIfEK REFERANCE PAGE MB-7472 rov. 166MIS BEFORE USE Design vaikt la use only wllh Mllek®Conneclois. This design Is based orgy upon parameters shown, and is for an Individual building comporenl. not a truss system. Bototo use. the buildryj deslgnot must verity Ito aroical%Ily of dosign Ixxomelors and popedy 600ip mate this design Into The ovcicdl b1®ang design Bracing I ncticated Is to pevent rwclding of IrxlMcktd truss web aril/or chord members only. ACK1Ilkmwl temporary and permanent bracing MiTek' B always required foi stability and to pevent collcPse with possible persorb b*sy and Ixoperfy damage. For Qeroral guidance regarding tine fabilcatbrL storage, delivery, erection and b tackV of tftMeS a nc1 truss systems. soeANSI/iPl I Quality Criteria, DSO-69 and SCSI building Component 6904 Parke East Blvd. Safety Information available from muss Role Insti4de. 218 N. boo Streel. Suile 312. Alexci ndda, VA 22314. Tampa, FL 33610 Truss Truss Type Oy Ply T12924966Ijob1827A04Hip11 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 10 12:07:24 2018 Page 1 ID:rbOYL3Jo 1 CV t U 1 FgSJd63xypdA?-yW g8hRlTcha44wVnb_p51 MM71 E?EdwvtN86mxwzwmCX 1.0.0 7.3-2 13-0-0 19.6.0 2s•0.0 31.8.14 39-0-0 0.0- 0.0 7-3-2 5 B•14 &6-0 ri 6.0 5.8.14 7.3.2 1-0-0 5x6 = 20 II 5x6 = Scale = 1.67.2 3x6 = — — — t2 „ 3x6 = 3x4 = 3x6 = LOADING (psl) 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 BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.f Except' 11.13: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1490/0-8.0, 8=1490/0-8-0 Max Horz 2=-81(LC 13) Max Uplift 2=-371(LC 8). 8_ 371(LC 9) 3x8 = 3x6 = 3x4 = CSI. DEFL. in Qoc) Well L/d PLATES GRIP TC 077 Ven(LL) -0.29 10-12 >999 240 MT20 244/190 BC 0.88 Vert(TL)-06810.12 >676 180 WB 0.30 Horz(TL) 0.17 8 rVa n/a Matrix-SH Weight: 184 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 4-11-4 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2969/1780, 3-4— 2720/1661, 4.5=-2545/1628, 5-6=-2545/1628, 6-7=-2720/1661, 7-8=-2969/1780 BOT CHORD 2.14=-1501/2670, 12-14=-1113/2206, 10-12=-1116/2206, 8.10— 1511/2670 WEBS 3.14=-328/389, 4-14=-263/537, 4-12=-220/581, 5-12=-399/339, 6.12=-220/581, 6-10=-263/537. 7-10=-328/389 NOTES- (7) 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; End, 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 psf bottom chord live load nonconcurient 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 lit between the bottom chord and any other members, with BCDL = IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=371, 8=371. 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 • Vm1Iy ddWgn Peremefore and READ NOTES ON THIS AND INCLUDED NIIEK REFERANCE PAGE N&7473 rev. 10111V016 BEFORE USE. Design valkl for use only wllh Mllek®conneclors this design Is based only upon pxnaneters shown. and Is la m kxllvkAal building component, not matrusssyslo. Wrote me. the bullalnp dner esigmustverity the applk;atAlly of design potameteis aril Ixoix+dy Incof"ole this design Into the overall building design. Bracing Indicated Is to fxevenl bdtcalrng or Individual in,ss web aril/ot Chord members only. Addillorxl lernporary and permanent bracing MiTek Is always rogJrod for slablllly and to lxovenl cdtgbse with possible personal "aril ixopeny damago. roi general guidance regamng the lalxicallon, slotago, delNeiy, enecllon and Lxdx:hng of husses and Inns systems, soeAN51/TPI I Guiallty Criteria, DSB-89 and BCSI Bullding Component 6904 Parke East Blvd. Tampa, FL 33610 Safety InformationavailableRomIrdisPlatohnsRMe. 218 N tee Street. Su/le 312, AlexcWdo. VA 22314. Job Truss Truss Type Dty Ply T12924967 1827 A05 Hip 1 1 Job Reference (optional) Builders FKstSource, Tampa, Plant City, Florida 33566 a.13o s sep 15 2017 Mf I etc Industries, Inc. Wea dan 1u i zw:26 zu 16 rage 1 ID:rbOYL3Jo 1 CV 1 U 1 FgSJd63xypdA7-vuxu67Kk81goJEf9iPr27nRR82ev5nKArSbtOpzwmCV 1.7.9.14 15-0.0 19.6.0 24-0.0 31.2.2 .0. 390 0.0. 0 1.0- 0 7.t14 7.2.2 4.6.0 4.6-0 7-2.2 7.9.14 1.0.0 6.00 Fl2 5x6 = 2x4 II 5x6 = Scale - 1.68.3 3x6 = — ,. — 14 . ... 3x6 = 30 = 3x6 = 3x8 = 3x6 = 3x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 0.92 Veft(LL) 0.32 14-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(TL) 0.70 14-16 >658 180 BCLL 00 ' Rep Stress Incr YES W B 0.50 Horz(TL) 0.17 10 rVa n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-SH Weight: 189 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP No.1 Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 13.15. 2x4 SP No.2 WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1490/0-8-0, 10=1490/0-8.0 Max Horz 2=93(LC 16) Max Uplift 2=-369(LC 12), 10=-369(LC 13) FORCES. Qb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3_ 2981/1797, 3-5=-2738/1724, 5-6=-2184/1457, 6-7=-2184/1457, 7.9=-2738/1724, 9-10=-2981/1797 BOT CHORD 2.16=-1514/2667, 14-16=-1012/2038, 12-14=-1014/2038, 10-12=-1524/2667 WEBS 3-16— 382/447, 5-16=-403/670, 5-14=-80/420, 6-14=-250/187, 7-14=-80/420, 7-12=-403/670, 9-12=-383/447 NOTES- (7) 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 BCOL=3.Opsh h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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 tit 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 100 lb uplift at joint(s) except Qt=ib) 2=369,10=369. 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 - Vorlly detrgn Peremefen rand READ NOTES ON THIS AND INCLUDED MR'EK REFERANCE PAGE MO.7479 rev. if V=IS BEFORE USE. Design valid la tfso only Win Mllek® conneclors. INs design Is based only upon parameters shown, and is la an Individual building component. nol a truss system. Before use. the building designer must vedly the arolco bully of design Ixxarnolers and properly I ncoipoiale Ints design Into the overall bolding design. Bracing Indicated Is to txrclding of IndNklrx9 Imrss web and/of chord members only. Arklllkxwl temporary and permarlenl bracing M iTek' pfovenl Is always fegfLed (of stability and to prevent collapse vAln possible personal "and lxoperly damage. for general guidance regarding the 6904 Parke East Blvd. fatx collo n, storage, ck llvery, erection and bracing of tnrsses and truss systems seeANSI/IPI I Quality Criteria, OSS-89 and SCSI Building Component Tanga, FL 33610SafetyInformationavailablefromlamsRateInstitute. 218 N Lee Street, Sddte 312. Alexandrkl, VA 22314. Job Truss Truss Type Oty Ply T12924968 1827 A06 Hip 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 10 12:07:27 2018 Page 1 ID:rbOYL3JoICVIUIFgSJd63xypdA?-N5VHJTLMvcyfxNEMG7Nof? ZROPgEiJ46LOYFzwmCU MOO 0.9 13.4.4 17.0.0 _ , 19.6.0 2.0.0 , 25.7.12 , 27.5.6 , 30.11.7 32.10.13, 39.0.0 40.0.0OO8.0.9 5.3.11 3.7.12 2.6-0 2-6 0 3 7.12 1.8 10 3.6 1 1.11 6 ' 6.1-3 1.0-d 5.00 12 Sx8 = 3x8 II 5x8 = Scale = 1:68.1 3x6 i: 1. 11 to - 16 " „ 3x6 4x6 = 30 = LOADING (psi) 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 BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 20 SP N0.2 'Except* 6.8: 2x6 SP M 26. 1-4,10-13: 2x4 SP No.1 BOT CHORD 2x4 SP No.I 'Except' 15-17: 2x4 SP No.2 WEBS 2x4 SP No.3 FZ-H 3x4 = 4x6 = CSI. DEFL. in (loc) Vdetl L/d PLATES GRIP TC 0.75 Vert(LL) 0.2916-18 >999 240 MT20 244/190 BC 0.85 Vert(TL) 0.7512.14 >609 180 W B 0.49 Horz(TL) 0.17 12 rVa n/a Matrix-SH Weight: 191 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 4.10-0 oc bracing WEBS 1 Row at mldpt 5-16. 9-16 REACTIONS. (lb/size) 2=1490/0.8-0, 12=1490/0.8.0 Max Horz 2=-104(LC 13) Max Uplift 2=-383(LC 12). 12=-383(LC 13) FORCES. (lb) - Max. Comp./Max. Ten -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2935/1795, 3.5=-2698/1712, 5.6=-1919/1302, 6.7=•1749/1239, 7.8=-1749/1239, 8.9=-1919/1302, 9-11=-2698/1712. 11.12=-2935/1795 BOT CHORD 2-18=-1505/2637, 16-18=-1125/2166, 14-16=-1128/2166, 12.14=-1515/2637 WEBS 3-18=-356/404, 5.18=•311/567, 5-16=-584/438, 9-16=-584/438, 9-14=-311/567, 11-14=-356/404,7-16=-529/899 NOTES- (7) 1) Unbalanced root live loads have been considered for this design. 2) Wind- ASCE 7.10, Vult=140111ph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3 Opsh h=151t; Cat. If; 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 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 lit between the bottom chord and any other members, with BCDL = 1 O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jolnt(s) except Qt=lb) 2=383, 12=383. 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 . Verify design Parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MD7473 rev. 161131201S BEFORE USE Design valld for use only Witt MITek® connectors. This design Islased only upon p nameters shown. and Is fa an Individual bolding component. not a truss system. Before use. the building designer mush verity the arolcablilty, of design p]rarneters and poperly Incorporate tills design Into the overall building design. Brocing Indicated Is to buckling of Indvkfual truss web and/or chord members only. Additional temporaty and permanent bracing MiTekprevent Is always required for slablilty and to prevent cdlalm with possible personal Initay aid pop arty damago. for general guidance regarding isle labtkotlon. $"ago. delivery, erection and txacfrq of trusses and tans systems seeANSI/IPI I Quality Criteria, DSB-69 and SCSI Build" Component 6904 Parke East Blvd Tanga. FL 33610salaryInformationavalkiblefromlnrssRateInstitute. 216 N. Lee Street, Suite 312. Alexandria. VA 22314. Job Truss Truss Type Oty, Ply T12924969 1827 A07 Hip 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 S.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 10 12:07:28 2018 Page 1 I0:rbOYL3Jo 1 CV 1 U 1 FgSJd63xypdA?-rH31XpL_gv4 WZXpYgqu 1 CC W nkrMeZcoSlm4z4hzwmCT 20.0.0 1-0-0 a±4 tA 1344 19.190, 60.8 2S7t2 tt39-0 S- 3-11 5-7-12 r} 04Q S7• t2 I S3•n 8-0-0 1-0-0i 0." Scale - 1:67 9 3x6 11 5 00 12 3x6 = 3x6 = 678 3iq 4x6 = 3x8 = 3x4 = 30 = 4x6 = 20. 0-0 10. 65 t9.0-0 1 28.5.11 39" 10-& S 8•5-11 5.5-11 1 10.6.5 LOADING ( psi) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 TCDL 7.0 Lumber DOL 1.25 BC 0.85 BCLL 0.0 Rep Stress Incr YES W B 0.82 BCDL 10.0 Code FBC2014lrP12007 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 'Except' 1- 4,10.13- 2x4 SP No.1 BOT CHORD 2x4 SP No.I 'Except' 15- 17: 2x4 SP No.2 WEBS 20 SP No.3 DEFL. in (loc) I/dell Ud Vert( LL)-0.2616-18 >999 240 Vert( TL) -0.74 2-18 >626 ISO Horz( TL) 0.17 12 n/a n/a PLATES GRIP MT20 244/190 Weight: 189lb Ff=20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-9-9 oc bracing. WEBS 1 Row at mldpt 5-16, 9.16 REACTIONS. ( lb/size) 2=1490/0-8.0, 12=1490/0-8.0 Max Horz 2=-116(LC 17) Max Uplift 2=•396(LC 12), 12=•396(LC 13) FORCES. ( lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3=•2927/1809, 3.5=-2698/1733, 5.6=-1894/1302, 6.7=-1692/1261, 7.8=-1692/1261, 8- 9=-1894/1302, 9-11=-2698/1733, 11-12= 2927/1809 BOT CHORD 2- 1 8=- 1517/2628. 16-18=-1164/2188. 14-16=-1167/2188, 12-14=-1527/2628 WEBS 3-18=-330/377, 5-18=-287/551, 5-16=-690/546, 9-16=-690/546, 9-14=-287/551, 11. 14=-330/377, 7-16- 675/1063 NOTES- ( 7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; Cat. II; Exp C; Encl., GCpl= 0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2= 396, 12=396. 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 • Vadry dodyn Parnmetwe and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M11.7473 rev. 1 003MIS BEFORE USE. Design valid for use only vAth MI lek® corinectos. this design It Lxrsed ordy upon parameters shown, and Is for an Individual IxRding component. not a tram system. Before use, the IxNdnp designer mural vedty the cylrAicalAny of deskin Iwrainetors and ptopoty IncoiWole this design Into the ovoall bu ldlrlg design. Bracing Indicated is to fxevent txicaIng of Individual In= web and/ot chord members only Addllbrx9 lernpaary and permanent txacing M iTek' IsotwUysteWrodtotsidAltyandtoIxevenlceliarxewilhpossiblepersonalinpayandproperlydamage. For general guidance regarding the tabricotkxi storage, delivery. erection and bracing of misses and tram syslerns, seeANSI/IPI I Quality Criteria, OSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdlable from Inm Plate Instlklo. 218 N. Lee street, Stile 312, Alexandria. VA 22314. Tampa. FL 33610 Truss Truss Type Oty Ply T12924970IJob1827A08Common131 Job Reference (optional) Builders Firsisource, rampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc Wed Jan 10 12:07:29 2018 Page 1 ID:rbOYL3Jo I CV I U 1 FgSJd63xypdA?-JTd 1 kSMcRDCNAhOkNXPGkO3yGFir114cXOgXc8zwmCS 1.0- 8.0.15 13.4.5 19.6.0 25-7.11 30.11.1 39.0.0 0.0- 0 8.0.15 5-3.6 6.1-11 6 1.11 5-3.6 8.0.15 1.0- 54 = 6.00 FT Scale = 1:65.7 1.7 4x6 = 3x8 = 3x4 = 3x4 = 4x6 = LOADING (psf) 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/fP12007 CSI. TC 0.87 BC 0.85 WB 0.88 Matrix-SH DEFL. Vert(LL) Vert(TL) Horz(TL) In (loc) I/dell Ud 0.26 10.12 >999 240 0.7410.12 >622 ISO 0.17 10 rVa n/a PLATES GRIP MT20 244/190 Weight: 190lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 'Except' TOP CHORD Structural wood sheathing directly applied. 1-4.8-11: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4.9.6 oc bracing. BOT CHORD 2x4 SP No.1 'Except' WEBS 1 Row at midpt 7.14, 5-14 13-15. 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1490/0.8.0, 10=1490/0.8.0 Max Horz 2=-119(LC 13) Max Uplift 2=-399(LC 12), 10- 399(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-2941/1812, 3.5=-2697/1739, 5-6=-1892/1307, 6-7=-1892/1307, 7-9=-2697/1739, 9-10=-2941/1812 BOT CHORD 2-16=-1519/2625, 14-16=-1172/2191, 12-14=-1175/2191, 10-12=-1528/2625 WEBS 6-14=-693/1080, 7-14=-699/559, 7-12=-285/549, 9-12=-328/372, 5-14=-699/559, 5-16=-285/549, 3-16=-328/372 NOTES- (6) 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=15ft; Cat. II, Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = 1O.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=399. 10=399. 6) "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 . Vadry design parametero and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE A07472 rov. 14,03MIS BEFORE USE. D"M veld for use only with MlteM connectots. this design Is based only upon paameters shown. and Is for an hdM<Aial building component. not o uuss system. Befoie use. the IxAidhg deslgnet musl verify the ap4)0cab/ity of design paanetots and properly Incorpofule 0nB design Into the overall txm<N><I design. Biochg Indicated Is to prevent txiekli ng of IndNklual tnrss web and/or etoid rnernbets orgy. AddliforttA lenipaay and peunanent bt<r_frng MiTek' Is always ieahod lot stobfilly and to provent collapse wtlh possible persorwt Inpay and property damage. Fa general guidance regotdln0 the falntcatbn storage. delivery. erection and btacing of trusses and miss systems, seeANSI/TPI I Quality Criteria, DSS-89 and SCSI Building Component 6904 PG*A East Blvd. Safety Information avalioble from truss Rate knsllRAe. 218 N. Lee Street. S Ate 312. Alexandria. VA 22314 Tamps, FL 33610 Truss Truss Type Ory Ply T12924971IJob1827A09Common61 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Wed Jan 10 12:07:30 2018 Page 1 IO:rbOYL3Jol CV 1 U 1 FgSJd63xypdA?-ngSPyUNECXKEorzxxFwVHdcOhl9s 1 ZUlm4Z49azwmCR 1.0• 6.9.14 13.0.0 19.6.0 26 0.0 32.2.2 39.0.0 0.0- 0- 6.9.14 6.2.2 6.6-0 6.6.0 6-2.2 6.9.14 -0 Scale - 165 7 5x6 = 5.00 j 12 2x4 II 3x6 = 6x8 = 3x4 = 2x4 II 30 = 3x6 = LOADING (pst) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.05 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Ven(TL) -0.14 10-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.02 10 We n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-SH Weight: 203 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-9 oc pudIns BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-15, 7-15, 5-15 REACTIONS. All bearings 0.8.0. lb) - Max Horz 2=-119(LC 17) Max Uplift All uplift 100 lb or less at joint(s) except 2=-116(LC 12), 15=-429(LC 13), 16=-240(LC 12), 10=-187(LC 13) Max Grav All reactions 250 lb or less at joint(s) except 2=413(LC 23), 15=1476(LC 1). 16=738(LC 23). 10=583(LC 24) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-402/186, 3.5=-130/447, 5-6=-160/594, 6.7=-161/595, 9-10=-819/453 BOT CHORD 2-18=-110/308, 16-18=-110/308, 15.16=-353/391, 12.14=-301/689, 10.12=-301/689 WEBS 6-15=-732/422, 7-15=-772/587, 7-14=-153/438, 9-14=-613/467, 9-12=0/273, 5-15=-238/251, 5.16=-355/174, 3.16=-629/477, 3-18=0/274 NOTES- (6) 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.Opsh h=1511; Cat. 11: Exp C; Encl., GCpI=0.18; MW FRS (envelope) and C-C Exterlor(2) zone;C-C for members and forces 8 MW FRS for reactions ghown, Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of'20.0psl 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 2, 429 lb uplift at joint 15, 240lb uplift at joint 16 and 187lb uplift at joint 10. 6) '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 - Ve fy dodgn peremefaro and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE N111.74TJ rev. 1402MIS BEFORE USE Design valkl too use only with Mlle0 conneclots. Thisdesign Is based only upon p®amelers shown, and Is for an Indl"ial buldng componenl, not a truss system. Bofore use. the bJlalng doslgnet must vedfy it* ap llcc"lly of deign rxitar voters aril rxopetty Incotroocde Ihts closign knto the overall lxedng design. Bracing Inclicatecl is to rxevonl buckling of lndNkkKA truss web and/or amid members only. AcklltloW Iemrxxary and petrnanont txacing MiTek' Is always tecp4od to siciAlly and to pxevenl cdtg3se wllh possb ie personal Injury and property dmnogo. For general gtldance regarding the IaladcalkxL storage, delivery, erection and txcicing or musses and truss system seeANSI/TPI I Quality criteria, OSa-a9 and SCSI aulldlng Component 6904 Parke East Blvd Safely Intormallon crvaliable tram Inns Plato InstlRde. 218 N. Lee Street. Suite 312, Alexark1do, VA 22314. Tampa. FL 33610 Job Truss Truss Type Oly Ply T12924972I1827A10GABLE11 Job Reference (optional) Builders F1rStS0urce, Tampa, Plant city, Florida 33566 8.130 S Sep 15 2011 MI I OK Industries, Inc. Wed Jan 10 iz:0r:32 201a rage 1 10:rbOYL3Jo 1 CV 1 U 1 FgSJd63xypdA?-1219NAPVk8by 196J3gyzM2hW wSikVXK2DO28DTzwmCP 1.00 8.0.15 13.4.5 19.6.0 25.7.11 3011.1 39.0-0 40.0.0 8.0-15 5 3.6 6-1.11 6 1.11 5.3.6 8.0.15 -0 Scale = 1:65.7 5x6 = 5.00112 1 to 24 23 22 21 20 19 18 407 1645 15 14 3x4 = 3x6 = 3x6 = LOADING (psf) SPACING- 2.0.0 CSI. DEFL. In (loc) I/dell Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.24 10-12 >976 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.65 10.12 >356 180 BCLL 0.0 Rep Stress Incr YES W B 0.28 Horz(TL) 0.01 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-SH Weight: 267 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9.4 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 SP No.3 10-0.0 oc bracing: 12.14,10.12. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 6.14, 7.14, 5.14 REACTIONS. All bearings 19.4.8 except QI=length) 10=0-8.0. lb) - Max Horz 2=-119(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 23, 24 except 14=-411(LC 13), 20=-278(LC 12), 15=-111(LC 18). 10=-191(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 16, 17, 19, 21. 22, 23,24 except 14=1517(LC 1). 14=1517(LC 1), 20=462(LC 23), 10=596(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All lorces 250 (lb) or less except when shown. TOP CHORD 3-5= 52/269, 5.6=-122/528, 6.7= •122/529, 7-9=-470/363, 9-10=-725/442 BOT CHORD 19.20=-238/308, 17.19— 238/308, 16-17=-238/308, 15-16=-238/308, 14.15=-238/308, 10-12=-273/597 WEBS 6-14=-679/389, 7.14=-728/578, 7.12=-313/589, 9-12=-369/402, 5-14=-308/323, 5.20=-185/252, 3-20=-360/412 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 2psf, BCDL=3.Opsf; h=15ft; Cat. 11, 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) Tniss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2.0.0 oc. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 2, 23. 24 except jt=lb) 14=411, 20=278, 15=111, 10=191. 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 WARNING • Veft design panmerers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7472 rev. rMMIS BEFORE USE DosIgn valid for use orgy W th MlloW connectors. INs design 61xtsed orgy upon parameteB shown. and Is for an Individual Ixulk9ng component, not saIrusystem. 8ofote use. the btlldhg designer must verify the opplkoMaa lly ofdesignpneletsandIxoperly, Iraorpooate this design Into the overall txBNrg design. Bracing frtdicoted Is to prevent twelding of Individual tnrss web aril/or chard members orgy. Addillona1 lernporary ail permanent bracing MOW is always iogUred too stcUlty and to Ixevent coltgxo wllh possible poisonal Inpay and Ixopedy danogo. for general guidance togadfrng the totxlcatbn slorago, delivery. etoctlon and Lxacing of trusses and muss systems seeANSUTPl1 Quality CrIteft, OSS-89 and SCSI Bullding Component 6904 Parke East Blvd. Safety Intormation awlk"o from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 33610 Truss Truss Type City Ply T12924973IJob1827801CommonSupportedGable11 Job Reference (optional) Builders FrrslSource, Tampa, Plant City. Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Wed Jan 10 12:07:33 2018 Page 1 ID:rbOYL3Jo I CV t U 1 FgSJd63xypdA?-CFsYaW P7USIpflhWcNUCvGEpnsFME 1 tCS2oklvzwmCO 1•0•0 10.0.0 20.0.0 21.0 0 f o 0 10.0.0 10.0-0 1.0.0 Scale = 115.3 4x6 = lg 30 = 1B 17 16 15 14 13 12 3x4 = 5x6 = 20.0.0 Plate Offsets (X,Y)-- 15:0-3-0,0-3-0) LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(L-) 0.00 11 rVr 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(TL) 001 11 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-SH Weight: 92 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 20.0-0. lb) - Max Horz 2=-64(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 17, 14, 13, 10 except 18=-116(LC 12), 12=-116(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 15, 16, 17, 14, 13. 10 except 18=288(LC 23). 12=288(LC 24) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (10) 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. 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 OOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TP1 1. 4) All plates are 20 MT20 unless otherwise Indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 17, 14. 13. 10 except Qi=lb) 18=116, 12=116. 10) "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 - Vedly design Perrtnstere and READ NOTES ON TMIS AND INCLUDED MIIEK REFERANCE PAGE NQ7473 rev. I&VIMIS BEFORE USE. Design vdllld (of use only wllh MnoM connectors this design Is based only upon Ixrfameters shown. and is Ion an Ind vkkKg building component. not a roes system. Before use. the building designer must verity the alxxlcab9lty, of design pxearnetors and rAoperly Incorlxaale this design Into the overall building design. Bracing Indicated Is to ptevent budding of Indtvkluds truss web and/or chord mernbets only. AUUltlondd lempoaay dad permanent baacfrKr MiTek' Is always togWed lot stability and Io Ixovenl collapse Win possible poisonal Wy and Ixopedy damage. rer genetal guidance regardJng Itle lobflcallon, storage, delivery, erecllon and btacing of husses and truss systems, seeANSI/TPI I Qualify Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Informallon available from truss Rate frnsdrtrio, 218 N. Lee Street. Suite 312. Alexdndffla. VA 22114. Tanoa. FL 33610 Job Truss Truss Type Ory Ply T12924974 1827 802 Common 2 1 Job Reference (optional) ttuiiaers mrsmource. I amps, Plant city, monde 33566 a.130 s sep 15 2017 MI I eK Industries, Inc. wed Jan 10 12.07:34 201 a Page 1 ID:rbOYL3Jo 1 CV 1 U 1 Fg8Jd63xypdA?-gROwnsOlFlrfHSGIAS?RRTmwSGOmzSyLhiXllLzwmCN 1.0.0 5.5-0 10.0-0 14.7.0 20.0.0 21.0.0 1-o•0 5.5.0 4.7.0 4.7.0 5.5-0 1.0.0 Scale = 1:35 3 06 = g 5x8 LOADING (psf) 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/TP12007 CS1. TC 0.41 BC 0.93 WB 0.20 Matrix-SH DEFL. In Vert(LL) -0.16 Vert(TL) -0.43 Horz(TL) 0.05 Ioc) I/deft L/d 6-8 >999 240 6.8 >534 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight. 86 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid telling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No 3 REACTIONS. (lb/size) 2=787/0-8-0, 6=787/0.8.0 Max Horz 2=-64(LC 13) Max Uplift 2=-216(LC 12), 6=-216(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1317/849, 3.4=-997/621, 4-5=-997/621, 5-6=-1317/849 BOT CHORD 2-8=-672/1172, 6-8=-681/1172 WEBS 4.8— 247/533, 5.8=-354/366, 3.8=-354/366 NOTES- (6) 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; MWFRS (envelope) and C-C Exterlor(2) zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=216, 6=216. 6) "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 - Vedry dedgn parameton and READ NOTES ON THIS ANO INCLUOEO MEK REFERANCE PAGE MI1-7479 rev. 10 AMIS BEFORE USE Design valid lot use only wllh Mltek® connectors This design is based only upon paameters shown. and Is for an Indlvldnal building component. not a Irus system Belong use. the "dhsg deslgnar must verity the applkoblilty of design patamelets ar1cl propetly klcorporato this design Into the overall txdd g design. Bracing Indicated Is to prevent bueklhlg of Individual truss web aril/ot chord rnembets only Addlic nd lernpofary and potmonent bracing M iTek' Is always re"od lot stability and to prevent collapse Win possible persona/ Iniury and Ixgorty domogo. nor genial gnldo nce rogardi ng the labrlcalkxn, storage, delivery. erecilon and bracing of Inlsuss and Inrss systems. seeANSI/M I Quality Criteria, OSS-89 and SCSI Building Component 6904 Parke East Blvd Safety Informallon available from Inns Rate hnShde, 218 N. lee Sheet. Sulle 312. Alexandria. VA 22314. Tampa, FL 33610 Truss Truss Type Oty Ply T12924975IJob1827CJ1Jack -Open 4 1 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 a.130 s sep 15 2017 Mi I ex Industries. Inc. wea dan 1 u 12:uC35 zu 1 is rage i ID:rbOYL3Jo 1 CV 1 U 1 FgSJd63xypdA?-8d_I?CRN03zW ucrukoW g_hJA_gyNiyNUvMHrgozwmCM 1.0.0 1.0.0 1.0.0 1.0.0 2x4 = Scale = 1:6.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(L-) 0.00 2 999 240 MT20 244/190 TCDL 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 HOfZ(TL) 0.00 3 n/a n/a BCOL 10.0 Code FBC2014lrP12007 Matrix-P Weight: 5 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No 2 REACTIONS. (lb/size) 3=-8/Mechanical, 2=125/0.8.0, 4=9/Mechanical Max Horz 2=30(LC 8) Max Uplift 3=-8(LC 1), 2=-69(LC 8) Max Grav 3=15(LC 8). 2=125(LC 1), 4=18(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- (6) 1) 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, MWFRS (envelope) and C-C Exterior(2) zone,C-C for members and forces & MWFRS 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 100lb uplift at joint(s) 3, 2. 6) '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 - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI.7472 rev. IaWMIS BEFORE USE. Design vatld rot use only with MI lek9 conneclors. This design 6 twsed oNy upon pxxainelers shown, and Is for an Utdivldt(l txRdng component, not a truss systoin. Before use. the building design ei must verity the afxAlcoblilly of design lxxamelors and txotorty Wotpoiate thh design into the overtll rAdcgr cloalgn Bracing Indicated is to txtcidkQ of IncrAclual it= web and/of cWd lnefnbers only. Acuff"" iernpaary and pennonent bit"- ng WOWgpxevent Is ctfways recptfred tot sI Wiry and to Ixevonh collaixe with pwssLLxe torsordl Utley and fxoperly damage. for gonercif guldafce tegarding the ratxkatkxL storago, dellvery. erection and Ixacing of Misses and Iris systems. seeANSI/IPI I Quality Criteria, OSS-69 and SCSI Building Component 6904 Parke East 8tvd. Safety Information av llct Ae from Truss Plate institute. 218 N. lee Sheet. Stlte 312. Aletrclydiria. VA 22314. Tampa, i. 33610 Truss Truss Type Oty Ply T12924976IJob1827CJ3Jack -Open 4 1 Job Reference o tional Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 152oi7 MI Tel(InausVles, Inc Wed Jan I0 1Z:0/:3b ZUlt1 rage 1 ID:rbOYL3Jo i C V 1 U 1 FgSJd63xypdA?-8d_I?CRN03zW ucrukoW g_hJAKgxKiyNUVMHrgozwmCM 1-0.0 3.0.0 1.0-0 3.0.0 2x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.00 2.4 999 240 TCOL 7.0 Lumber DOL 1.25 BC 0.08 Vert(rL) 0.01 2-4 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No 2 REACTIONS. (lb/size) 3=52/Mechanical, 2=187/0-8.0, 4=26/Mechanical Max Horz 2=59(LC 12) Max Uplift 3=-42(LC 12), 2=-72(LC 8) Max Grav 3=52(LC 1), 2=187(LC 1), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:10.8 7 o_ N PLATES GRIP MT20 244/190 Weight: 11 lb FT = 2090 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- (6) 1) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4 2psh BCDL=3.Opsf; h=15fh 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 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 100 lb uplift at joint(s) 3, 2. 6) '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 I as referenced by the building code.' Q WARNING • Vedfy design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M&7473 rev. IrY MIS BEFORE USE. Design valid for use only wilts tAlek® conrneclots. INs design Is based only upon parometers shown, and is for an Individual txdlding component. not a cuss "ein. Belao use. the building designer must vortty the alNAlcabllly of design paarnorers and ixopoly Irncot"ote this design Into the ovoall txdkMKi doskin. Bracing Indicated Is to prevent bucalrvj of Indlvkltial firm web and/oc chord members only. Addllornrd temporary axe permanent bracing MOW is always regaled for slatAlty and to ixevenl collapse with IxnsaAo personcd Injury and pxoleM damage. for General guidance regarding the lalrk:allon. storage, delivery• erection and bracing of tnasosand fit=systems, seeANSI/1PiI Quality Criteria, DSB-89 and 6CSI aullding Component 6904 Parke East Blvd. Safety Informalion available from inns Bale Institute. 218 N. Lae Street. Suite 312, Alexancirks, VA 22314. Tempo. FL 33610 Truss Truss Type Oty Ply T12924977IJob1827CJSJack -Open 4 1 Job Reference o tional tdudders FlrstSource, Pampa, Plant uty, Florida 33566 8.130 5 Sep 15 2017 Mr1eK Industries, Inc Wed Jan 10 12:07:36 201a Page i ID:rbOYL3Jo 1 CV 1 U 1 FgSJd63xypdA?-cgYgCYS?nN5NW m041 W 1 vWusGy4EgRPde8000MEzwmCL 0 5.0.0 1.0-o 5.0.0 2x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.03 2-4 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(TL) 0.07 2-4 820 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 We n1a BCDL 10.0 Code FBC2014lrP12007 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=114/Mechanical, 2=253/0-8.0, 4=46/Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-81(LC 12), 2=-75(LC 8) Max Grav 3=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 = 1:14.9 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 20°b BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- (6) 1) 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; MWFRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psl 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 100 lb uplift at joint(s) 3, 2. 6) "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 - Vadly design pan mo em and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev. IdD3/20I5 BEFORE USE Design valid for use only vAth Mllek® connectors. 1hh design Is txaed only upon parameters shown, and Is let anindividual Wilding component, not a truss syslern. 8eloio use. Iho building designer must vodfy, the orx311cobilly of design lxaanelem anti txoperly incal)ototo INS design Into the Overall tiding design. Bracing Indicated Is to prevent tAtoleing of Individual Ituss web and/el chord members only Acklillonal lempaaay and permanent txackng M iTek' Is always tegtlted let stotAlly and to pxevenl collapso wllh possBxe personal k*ry and property damage. for general guidance rogaalng Brie falx1collon, stooge, delivery, election and bxacing of lnrsses anct inns systems. seeANSI/VI I Quality Criteria. OSS-89 and SCSI Building Component 6904 Pafke East Blvd. Safety IMarmaBon available from Iness Plate Institute. 218 N Leo Slreol.Stile 312, Alexandria. VA 22314. Tampa. FL 33610 Truss Truss Type Oty Ply t T12924978IJob1827EJ7Jack -Open 14 1 LJob Reference (optional) tsu0ders F1rsl5ource, I ampa, Plant city, monde 33566 B.130 S 5ep 15 2017 Mr1 ek Industries, Inc. Wed Jan 10 12:07:36 2018 Page 1 I0:rbOYL3Jo1 CV 1 U 1 FgSJd63xypdA?-cgYgCYS?nNSNW mO41W IvWusCg4BERPdeS000MEzwmCL 1.0.0 7.0.0 1.0 0 7-0.0 3x6 = LOADING (PSI) SPACING- 2-0.0 CSI. DEFL. in loc) I/dell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.10 2-4 772 240 TCOL 7.0 Lumber DOL 1.25 BC 0.48 Ven(TL) 0.24 2-4 337 ISO BCLL 0.0 Rep Stress tncr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-SH LUMBER - TOP CHORD 2x4 SP No-2 SOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=159/Mechanlcal, 2=324/0.8.0, 4=78/Mechanical Max Horz 2=122(LC 12) Max Uplift 3=-102(LC 12). 2=-85(LC 12) Max Grav 3=159(LC 1), 2=324(LC 1), 4=121(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:18.8 PLATES GRIP MT20 244/190 Weight: 23 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins. BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15f1; 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 2) This truss has been designed for a 10.0 psl 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 fall 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(s) 2 except Qt=lb) 3=102. 6) '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 - V01W dedyn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev. 1dQY1015 BEFORE USE Design vatkd too use only wpm MI101c® connectom this design B toned orgy upon parameters SMwn. and is for an Individual Wilding component. not a huss system. Bototo use. the Ixdtdlng dosignot roust verify the applicabillty of design "arnoteis and p iop oily IRcoi oralo this design Into Iho overall btddhtg design. ®achg Indicated is to prevent bucWing of individual trim web and/or shoed members ordy. Additional lernporary and permanent bracing MiTe k' k always regtAred foi staxllly and to pxevenl collgxe wish l)osdAe persorxd hpay a1d ixoperly damage poi general gldatco tegadng the falxlcallm slofago. delivery, erection and Lxachng of Itussos and Miss systems. secANSI/IPI I Quality Criteria, DSO-89 and SCSI Ouliding Component 6904 Parke East Blvd Safety Intomnatlon dwallable hom Utm Rate Insllhde. 218 N. Lee Sheet. StAle 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type 0ty Ply T12924979 1827 HJ7 Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirSlSOUtce, Tampa, Plant city, Ilona 33566 u.13o s Sep 15 ZUl / MI I etc 1nausines, inc. vvaa Jan lU Iz:u/:3r Lind rage 1 ID:rbOYL3Jo 1 CV 1 U 1 FgSJd63xypdA?-40620ISdYgDESw?HrDY8360RXTUTAoinNgmyugzwmCK 1.5.0 5.2.9 9.10.1 1.5.0 5.2.9 4.7.8 Scale = 1:21.2 2x4 = 2X4 = ... 11 5 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 NO Code FBC2014/TPI2007 CSI. TC 0.40 BC 0.61 W B 0.29 Matrix-SH DEFL. In Vert(LL) -0.05 Vert(TL) -0.13 Horz(TL) 0.01 loc) 1/dell L/d 6-7 >999 240 6-7 >841 160 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 40 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=127/Mechanical, 2=445/0.10.15, 5=28WMechanical Max Horz 2=131(LC 4) Max UPIM 4=-87(LC 4), 2=-145(LC 4), 5=-81(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-3=-769/218 BOT CHORD 2-7=-276l707, 6.7=-276/707 WEBS 3.7=0/308, 3.6=-761/297 NOTES- (8) 1) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Ops1: h=15ft; Cat. II; Exp C; Encl., GCpi=O 18; MW FRS (envelope); 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 20.0psf 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. 4) Refer to glyder(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(s) 4, 5 except Qt=lb) 2=145. 6) Hanger(s) or other connection devices) 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, and 50 lb down and 87 lb up at 7.0.14, and 50lb down and 87 Ib up at 7.0.14 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, and 38 lb down at 7-0-14, and 38 lb down at 7.0.14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced). Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 2-5= 20 Concentrated Loads (lb) Vert: 8=44(F=22, B=22) 10=-75(F=-38, B=-38) 13=-36(F=-18, B=-18) Q WARNING • Vorfly ded9n parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE 11,10-7473 rev. I=MIS BEFORE USE Deslgn valid la use only wllh MlleW connectors. tints design Is based only upon parameters shown, and Is too an Individual bulding component, not a Irusystom. before use, the building designer I nisi verily Uri appllcabllly of desihe gn "orrieteisand! properly Incorporate this design Into tovelUl a all ngdesig i. bracing (ridiculed Is to prevent tucIdIng of tWlvk tK%l muss web and/or ctnord members only. Adailbral lempota y and permanent tracing MOW B always required for stabblly and to prevent collapse with possible p eisonal Inf uy and property damage. rot general gubdance iogoid7ng the fabrlcatim storage, delivery, etoction grid Lraci ng of Innses and miss systems. seeANS111Pl1 Guallly Criteria, DS"9 and SCSI building Component 6904 Parke East Blvd. Safety Information crvallattie from tress Plate Institute. 218 N. Lee Street. S1Alo 312. Adoxandrla, VA 22314. Tampa, FL 33610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-'/1d' For 4 x 2 orientation, locate plates 0-'n6' 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 vory but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI l : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) 2 3 TOP CHORDS 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 ANSIfrPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved W1 a MiTek V 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 an engineer. For wide truss spacing. individual lateral braces themselves may require bracing, or olternotive 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 tighny against each other. 6. Place plates on each face of truss at eoch 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 shall not exceed 19%at time of fabrication. 9. Unless expressly noted. this design Is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non structural consideration and Is the responsibility of truss fabricator. General practice is to comber for dead load deflection. 11. Plate type, size. orientation and location dimensions indicated are 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 alter truss member or plate without prior approval of an 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 oil 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 Criteria. RECORD COPY n City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # # 1 7- 3 1 97 Project Location Address ,Isq I n QV%+ I)Q . 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 Produc ` LDINcApprovalcanbeobtainedatwww.floridabuildin4.ora. The following information must be available on the jobsite for inspections: SANFORD 1. This entire product approval form o paR 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 James Hardi Bldg Prod Inc HardiPlank Lap FL13192-R4 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 Descri tion 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 Strengffi 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 & Professional 1 Regulation rim BCIS Home I Log in I User Registration I Hot Topics I Submit surcilarge I state B Facts I Publications I FBc staff I Bus site Map I Links I search I dbpr a 0UER: Product Approval USER: Public User Product Aooroval Menu > Product or Aoollatlon Search > Aoollcation List > Application Detail FL # FL15000-112 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@rwbidgconsultants.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 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan 3. King, P.E. Or Validation Checklist - Hardcopy Received Certificate of Independence FL15000 R2 COI Certificate Of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA101/l.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 haps://floridabuilding.org/pr/pr app did.aspx?param=wGEVXQwtDquS73Fr2ZyiPozAnA6CzHQ3yMKg2Hy8%2fuCfc2MRiSC82w%3d%3d 1/3 6/912017 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 07/05/2015 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 Sldellte(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15000 R2 II INST 15000.1.0df 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 FL15000 R2 AE EVAL i5000.1.Ddf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "1" part number doors and sidelites, which have been stained or painted within 6 months of installation.) 15000.2 b. 'Fiber -Classic" or "Smooth -Star" 6'8 "Non -Impact" Opaque Fiberglass Door with & without Sldellte(s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1S000 R2 It 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 15000.2 for Design Pressure Ratings, any FL15000 R2 AE EVAL IS000.2.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of 1" part number doors and sidelites, which have been stained or painted within 6 months of Installation.) 15000.3 c. "Fiber-Classlc' or 'Smooth -Star' 8'0 "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 FL15000 R2 II INST 1S000.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.3 for Design Pressure Ratings, any A-15000 R2 AE EVAL IS000.3.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "1" part number doors and sldelites, 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 Sldellte(s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: Yes 171-15000 R2 It 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 15000.4 for Design Pressure Ratings, any FL15000 R2 AE EVAL 1S000.4.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "]" part number doors and sidelites, which have been stained or painted within 6 months of Installation.) 15000.5 e. "Fiber -Classic" or "Smooth -Star" 8'0 "Non -Impact" Glazed Double Fiberglass Door - Outswing Inswing (XX Configurations) https:/AoridabLilding.org/pr/pr ppp dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPozAnASCzHQ3yMKg2Hy8%2fuCfc2MRiSC82w%3dO/oW 2/3 6WO17 Florida Building Code Online Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL1S000 R2 U INST I5000.5.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 FL1S000 R2 AE EVAL 15000.5.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors, which have been stained or painted within 6 months of Installation.) 15000.6 f. "Fiber -Classic" or "Smooth -Star" 6'8 "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 Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 1S000.6 for Design Pressure Ratings, any additional use limitations, Installation Instructions and FL1S000 R2 AE EVAL 1S000.6.odf Created by Independent Third Party: Yes product particulars. (This product approval requires the use of 'J' part number doors, which have been stained or painted within 6 months of Installation.) Oadr Hoxt Contact Us :: 2601 alalr Stone Road. 7911ahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. 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Product Approval Accepts: Credit Card Safe https:lAoridabuilding.orglpr/pr app dH.aspx?param=wGEVXQwtDquS73Fr2ZyiPozAnA6CzHQ3yMKg2Hy8%2fuCfc2MRiSC82w%3der63d 3l3 i;:.'!';.; • •y .t -ywv':,: 7li.r... • a`^'. 2! . •L!_ j, s% : : ! Ilflll 1 zoo ajj-`•.b•;i ..: t ..w i}j 1`r^ 1;•,?_zrA r. 'c• ./ 1!y: f r•6' +!7 S-`( Nir-S vi > lti.r:;y?y;+-• •,;£p11- E' c pr .s. q-i. '".L. .5:: :;'.:'i (r:'t 'i -, . •)i B }eiL \ v O z UMMAX D= 1 HOBO AL CROSS SQ=M PAIBWIOTH 3 DOOR PANEL 1310 EXTERIOR INTERIOR Imr ate t s1 _ t 9 3 UTCH STILE 2 Tt7P ,#;•(e,y. n.Y'r DOOR PANEL I s i'•i Frwr Clack 1 eAFO oat 4 IZ MNCiE STILE 80TIOlA RNLRNL NJS. 9 FIBER CUSSIC) 6 NS12W C=) C ON o z to JK i V DOOR PMM m m IF•S D ommm w4 d m FL-16000.3 0 j aw 3 a 12 G Mo iN1E7tCEPT SPACER 40 41 SEE NOTE 1 V' INSULATED LASS W/ SAfC UTE FRAME GLAZING DETAIL 13. My MAX 1 W10713 7.12rMAX O=. WO1H S 1/2' MIN. GLASS THK. 1EtitPEREo CLASS En I' iMllt--- EE GLASS © R 29 SEE INSULAM Pvc ME ERMF r=. 1/2- MIN. GLASS 1HK i/a. TEMPCLASSERED AfR SPACE IA- lE•MPEM GLASS E i QlwZONTALCROSSSECTION 4 SMEU E PANEL o .j -•} rr s u } O 7A •:1k:fy 42 o ems. ^ P1,lSifC LiP LIiE FTOiM11E RgC LiP Ll1E FRAME OCiRIlDID PVC 7 (;6L S Iffi 2 SWEL E PANECROSL SECIA7N L ^-7jt• s SIOE7.1iE PANEL oac 14 12r. Spacirtp far Ftem *q19 1} fit (ille hvma aauw) is as faVorw From the botbotn up on sides; 6.5' arRC N.7:S with (7) moro wood at 9.875' o a them are (2) am ee JK ws SiDaJ E PANEL S1DE11rE TOP Ec eom3u RNI both top and bottom IIi 2i?5' in Gom eorA aft b IFS 570a EtLANK S10E SJILE carnrr Smooth Star FINGER JOPRID PONDFRDSA PW& SGW.43 ANOER JO1N7E0 PO!!I>IDOS{ PINE SO-M43 FL—is0o0.3 tl .. 49 f at317 C-" i r i6 r. • I-, 1.....• ``,,`tom > o i t sod M o ii 1. The otde6b k dhuot sat 67W the Jamb with (72) Rem 143 a 88 x 2' pith wood mmw. There ate e• 13 (4) at each veWool Jamb, from the top down at lB 13.5 , 31. 48S' & Sr. There are PJ at the 14XMIN. 21 TB header at 4' from the oubtde eanwa of Ole u, HdA •) forme. Thera art (2) at the A 4' from the aabide camera IA i NOR90Nr•AL CROSS SECTION 48 1-1/4' bt K 7 49 Ems. (TYP) 3SIMM 17 13 45 C-sm tT 43 e 8 4 • t'r S. d = 7 • = ib 3' ,ter;' ! {= 8 JCS ro t AGWE 1A 36 ` 43KIN SEE NOTE 1 1 i1 C$ 9 21 aao 24 2 i tO l6 lseat KUL 12 qs a am et. dK e 2 NORMMAL CROZ SECTION C31 HORITONTAL CROSS SEORON Qg CrS a 7k, 7 18 A.—i50O0.3 a d i dL lo s s 4• N}` II SHONNNF13R I II Y7749 II REFERENCE OPENING TYp. HEAD I MULLION lII k JAMBS SHOWN FOR I I F R£FOtENCE II fl I II 2X BUC f l F f l II 1I GAL II II Q SHOWN FOR 1 REFERENCE II F II a Io{. I1 1 II DOUBLE BUCK W/SIDEI TES ANCHORING MASONRY HORCONCRQEAtCNt7iFS 1. cortmiearlulariomrTon &ffineammmoybeadAnfedto-d#afifamh. 2X BUCK ealye da o=fomarhvj&ft 2Ccncafeanchcrkxxmul. O dcis 7NAL0NC13R n%*beadAmedta mabtab ft mhi edge dls om to martarppt oddilonadomaeh: cuid w moybeneqtLted to &MM MO %iAX ON CMWd6meulan oe aotauoaeded. 3. Canasta a id wtobtc f. Vie• 1 r.-4- 1 49 Q OPENIGTTIP. mm Q R JAMBS 1 2X BUCK IFS ASTRAGAL I SHOWN FOR REFERENCE 4• ul.R /WlllllglVli II 11 11 MUWNNFOR49 REFERENCE II TTP. HCAD I I OPPEENFINC doJAIJBSIIII 11 I I II II II II 2X BUCK II I1 I I MILLION 1 d II SHOWN FOR II REFERENCE II II II II o FL-& or IZ a o O ds 9i75 Pilf! Ict1 Iris 1B,6ff iaw mAr lar 14W Iti z 9rnrou 27 V TYP' TYP. B i 0 27— tNj IS T.910' am E 6 pW Ln SEE NOTE 1 JE, p O b a ASiR1G4L DETAIL Wm 024 12 S N.T.S. wb a+ A( n 1. THE ASTRAGAL BOLT HAS A 3' THROW AT THE TOP AND THE BOTTOM. I= 1it 19a T-HERMAITRU THE:RMA TRU DOORS TIN n40uwfpg" cm, dauw=m. OM 4 510 FIBER CLASSIC" / "SMOOTH STAR" 8'0 INSWING w/ & WOUT SIDELITES FIBERGLASS DOOR NON4MPACr GD4MALNM I-ftpad4h=bmwvd='mdandkb wafltMs sdiaon qftWa adft Poo tluoSoale7and` ate.. 2 Pmduclarrl bam tedaMspcoedas4almanCehib.ndu renbecltrenttobOsa nmterfd s4a0t be beyond wm dig arslucco. 9.Whe LWlhgwlfvWffdrpoductfrTMQL&WfobepmftdedWlhanfmpactledeot a7fMV $at wmbm vAhSedDn 1Q6 of ft Fr- Wheamd to cfem ovWe of tM VM mq ftwind home dells poteaHon ft pmductir AedtobopmtecWwlhcnhpcidmOmitcamftibatcmpgn*ft$edonl6Ml.2*f 3.For2cdudfia gcorabvo6oRondm ylBofdl etuutcshdlbelhssmlearihatsl'nhr2c fnnimavavy aarahucJlan 6 5lfecwm0b Wdevlafe ffomtto detd1roffhfsdmwbg mgtdetbrfMrenMnearhg 0adrlb try ofcerrad eri0im armgtrleied cKtaed. 7. INS product doesnotmeetihewahu ed06ol ai iarme'FIVFQ CnwOip unOxshon ee ifal ed aiv in na tmbWble cmm orothot IebcofmpmtseW bran oveftM or amnpy tletoc iabowemtoedpuofmmfopyaoYAmVtodblevOwn45 Aldeq— 2 farscwut.weAflreN.wtaef ;•+-`•• a-ACTW AC1W IrALII!) r P i` ate MTPL A / 9tEE<T 6 g DOL a>,c W/51oEi? IA6w1 eirl OM A3V'MAR i VMUL A / SHW 6 3 g 60.0 -60.0 60.0 -60.0 SS IA y a[ p54a Yt i','r....w•'``` a i SFr S'-" r:i• `'a•• i.3• is o:; q FLgC•- tag r1 ti 5:. , L;ct,. .:yt;.-:: Z• r ;: •j,_i-; w p iy hrruu oq 4`i~i_'j• . a.:c, X ..t.7 o.i .h •t:I. l' ifrUWMAX DOOR INTERIOR i M PAHMMTH lFw] HORD:ONTU. CROSS BECKON v DOOR PANEL o-d IQP i' ij,t tT EXMIOR pJJI ggS 71 :tr,I N In Yl •V ' SMOOTH 54 TOPST71R) SNOOTNRAIL STAR) t N U DOOR PAHfL S,r,aoM Stm i.16 lie1-49 T-^ i n 24 12 a N.T.S. oA56HINGESTTI£ 96ilOO RAIL 2 VERIIGIL CR055 SEC1f0 N< e SNOCfH 5771R) SNOOTY Sr 2 WOR PANEL 40G YY, 3 owtmro ,o. a FL-f5000.4 ° a 9QC • aF,z2 O fEN 2 1::' • 46 SEE NOTE 2 a A. `• ••. .,, `, rl" VER_ CAL CROSS SECRON 5 m 7i5 JQLYALL161 _AV_ INTSWR 2 N VETTl1GAL MOSS SECTION 5 1107E 1 2) 2g S 2 I 3 VERTjm CROW SEMON V Shown w x sub —buck OPTIONAL SURFACE WM ON ACTIVE PANEL SEE DEIBN PRESSURE CMKr) 0 1. The aldepte Is dbaat set Oito the jamb with (12) Rem J43 a 18 x Z' pft wood screw. Thew ae (4) at eakh vetUoaI jamb, from the top down at firf 3atT 48S' It 66' Thera are (2) at the header at 4' from the outside comers of the frame. thee are oa 4 12 take: N TM 2) 113 a f B x 2-1/2' p1h. wad =raw at the sK 4' from the outside comas wrAa W w1K 1J3 Fl-1500a42. OPTIOttIL SURFACE BOLTS ON AC77VE PANEL SEE DEMON PRESSURE CHARD alGuc 13 ram: SEE NOTE 1 1. The sideft to 41mct set kdo the Arab 1n„ i>$• 43 rush (12) rem #0 a ¢6 x 2' pRI• Wood scree There ore (4) at each verUoal hem the hop dmm ". lamb, of 13S', 31 4fl5' d: 6B'. Thum are (2) at the heady ACM Ay g at 4' ham the outside eamem of the 1•:f F • •. t : y • 1.1tFir ,, i i, , hmne. theca or. (2) J13 a /8 • 2-1/2' pfh, wood screw of the vA 4' Thom the oufdda comets. f,' •. Tr.•6_-. gg y RMPJOR 36 45 w 41 44 35 DETAIL k' 2S 17 78 OPTIONAL SURFACE BOL73 ON ACM-V PANEL. OM1.1MM 8.9.(RPJ SM DOW PRESSM *W* 1NTEM13 HORIi'ONrx CROSS SECTION 6 I C-%K 84 8 7 43 SEE NOTE 1 6 7 f7 11,,1CMIE 11 AcnvE to ct 4 l• 1'a 13 111170? 4 44 36 5 1C 0 9 10 37 45 eAe 24 12 1am= aaa N.T.S. re n 1 HO111ZDNTAL CROSS Sta7710N HORMWAL CROSS SEMONf` tTr15O°0.4 '^a az 7 6 : J AL orb ei II 1 II MASONRY 11 TYP. HEAD 1 I MASONRY TYP. HEROOPENING11 & JAMBS I I OPENING u+u ead 11 9 SHOWN FOR i & F SHOWN FOR II 1 REFERENCE ( I 2X BUCK REFERENCE $ n a II i as d 2X SUCK ed. P n a II IR-MUWON I MUwoN-A a g r t II RREEFFERERENCE ; REFERENCSHOWN E II f( 1 II No i 11 1 II 1 "cs II 1 II 1 and a Y. r II 1 II 1 O FIImo LE OOORW/SIOEL .^ „.w.7 DOOR g uBUCKANCHORING . 4• -- —{ RUCK ANCHORING $ t4 4 MAS II + t II IIIl ONOPENf G NS HSD JANBPEG II III II 2X SUCK 2X BUCK II µUwOµII12 COtiCWEAMNORNOTS II SHOWN FORedge dRame II 1.fo% fhetamersmoYbeacq+atodrommtrfofnfhemtrL 11 REFERENCE 11 ^ g 2 Conomfeanohorbca6onsnofed(s°AtAX.ONC& 4Mrm4utOoarbnWfo II 1 nainh3h ffur nitre edgededanca to awdw)*ft addWand conede endears I I I • may mqufiedtoernuoefta AAXOKC3 RFR'cnanwcmnotemeded II MULLION 11 H 3 CorKseto onohartco I I SHOWN FOR I I n o II REFERENCE II d 8 I I I I °m 24 12 i RY II II ;r;• sut, NT.5. i I I I I I : 1 owe ee JK o N E DOOR W61W rrFT SINGLE OOOR 110fJ0 4 ° BUCK AN ORING SUCK ANCHORING a suer d p TARN' 1/+ I' 1-V4' UITItACON 1/4 1•V4` r DETAIL W CONCRETEANCHORNOM i. Conaeb onoharbocllons at the comas maybe aided ro maHAafn 1hemTn. edgm dida,ae romortaljotifs. 2 Concyto c3neWboaflom noW cw %LAX ON COOM an&beodFntedto mdWIcth Are mh odge metm= to matf )bM cdcraond cmaete and= mcvbe requfad ro ermae the WAX bN C04Wdimmrmbn am not e= mded 3 ConcreteamohartabW r J i7 Jl r 4' T 1-TJ7 1.Mdhfahamhbum4Vedgedslai I'eaddAimm&I"=wadhgof woodsarm to pmmmt gm sp+IfAg ctwood THESE (2) ANCHORS REdb ONLY WHEN OP > 47 PsF WSONRY-j OPENIKC L X BUCK SIX OETAIL 1 13 1 10 0 ,3• 10 10 DETAIL •j 13 13 MAIL 4 r3 W 9UOK w 1K titJCK TIP. READ a IAMBS O BUM TIP, SlL 14 _ C-= LA- NEW •._A. SINC-LE DOOR Wr5C1s rts c 49 J0 30 W/2K BUCK 1 0 t 31INSALLARON W tx BUCK 1 ALLATION DETAIL '2" ASTRAGAL, k SURFACE BOLT STRIKE PLATES 6 HEAD 1 c00 DETAIL -I- SURFACE BOLT STRIKE PLATE THRESHOLD L v.va tIIE o3s=o h o n leOT 4 Z M1b N.7S. r mi Vs 11ai WJ A.-15000.4 n lu-a-WJ 0 DETAL '5' 1 VIEW 'B A- T, S'EE DEWL '2_ MASONRY ItaTALIATIDH OPENING J9 W/IY BucksfBTALlA710N so1DJAwasa FRAME 2X BUCK 14 trv. SILL s• OETiNL '1- 1 it I 1 F1 DOABLE noon OONCREWANCHORNOTE: 1. Cohoetomlchwl000liunsgtllTecmie moybeadkLsfedtom 11ad1i emDL edge d Wmice to nm t r)ofmb. 2 Ccnoelamtd-b-d -noted-UA.XCNCSdIWMustbea*Cfedto mdhtcih Me aft edge dlsfanoe to nwawfoM addBonaIc maate anoh= maybermglmed to w=* the WX ONC8O31`diom-s n am not w=aoded 3. Owwrefe andlartabta 1_7,—, Neodsrews ne SIX Mt nW` V 5- - MASONRY) OPENING Trn fmo k .MY®5 FRPS1E — 2X BUCK V wDEL s- 14 TfP_ SLL of I 1 49 30 W/2X BUCK 13 0 31INSTALLATION s1 WAX BUCK NSTALLATION ` DETAIL '2' Ie ASTRAQAL & SURFACE BOLT STRIKE PLATES ® HEAD 37 31 O -C 24 12 i 30 0 30 rile N.T-5- DETAIL '1' on m • K SURFACE BOLT STRIKE PLATE cmL m LFS rTHRESHOLDtL-1s000_q n 0 r FOR e o 1&ar Msr WAY Mr lag14.E ` 30: v 27 Typ' 27 5 TYP. TYP. o 17i its r ts P r d o7S' nos 0.00 F— S SEE NOTE 1 4 0 I o.124'-•-4 I-- I 24=an aqc 4 T2 N.T.S. am on & a 1. THE ASTRArAL BOLT HAS A 3` THROW a THE TOP oar. n Ln g m rANDTHEBOTTOM FL-130OM4 11ar 12u MAST or ter- ti iMEMO . s% a 10 cup= low i 7 r s` 3 MillOHLraw oa6 LL 46 S ACf ROIT /IVES, rnr) $ m -- --- d law AF7W1SaI 2 WODO FRA FINGER JOINTED PONDEROSA PINE, SGwo 4.3 $ + INSLm DOOR Horan SWFFP VIM'L .080" MAX WAU, c OJB' M. WALL c affi' Y O i SIX' `dr <. }rr^ t 1111 11-••+ II11 s O¢ N 7S 19 SELF ALUM)NUMAINf1 QJLKT MQ .nn c ntaperrrntis WA INSWfMG StDEUE 0 F 045' r tUbf THK WAL1. Wr 7YR_ i5 9 M)d BOOT ak W. OW' - 0. 09' EXTRUDED V Mq. WALL CR*= rro: FL- 10=4 smir _ a ar_, R •R W Building Consultants, Inc. B Consulting and Haginea Servlces for th6 Btdldmg tndastry C P.0.Box23QYo1dcgFL3359S Flamo8t9.M301 Florida, Board of Pmferdaaot t?n*m= Oidticate ofAutharlmdon No.98 tS Product Category Sub Category Manufacturer Product Name Svdnging Therma-Trp Corporation Rbar Cleseto" / "Smooth Star' E Exterlor Door 118 Industrial Drive WO Inewrng w/ and w/out 8idelltea Doors Floors Asseatbllee Sdg9rtoN OH 43817 Fiberglass Door Phone (41 298-1740 PNon-qn "r Soaps: This is a Product Evaluation report Issued by R W Building Consultants, Inc, and Lyndon F. 59hml4w P-I:- (systern ID # 1998) for Themra Tru Corporation based on Flute Chapter No. 61020-A Method 1 D of 1he State of Flolide Product Approval, Department of Business & Professional Regulation. RW Building Consultan a and Lyndon R. Schmlc% P.E. do not have nor will acquire financial interest In the company manufacturing or dlabilmAng the product or in any other entity Involved In the approval prooees of the product named herein. Urnitedorts: 1. This product has been evaluated and Is in oompllanoo with the 6th Edition (2014) Florida Building Code (FBC) Wuotural requirements Inoluding tfw'HIM Velocity Hurricane Zone' (HVRZ). 2. Product anchors shall be as Wsted and spaced as shown on dotalis. Anchor embedment to base WWedel shall be beyond wall dressing or stucco. 3. When used In the "HVHZ" this product to required to be protected with an impact resistant covering that compiles with Section 1828 of the FBC. 4. When used In areas outside of the'HVHIZ" requiring wind barns debris protection this product Is required to be protdcied with an Impact resistant covering that complies with Section 1609.12 o1 the FBC. S. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. S. Site conditions that deviate from the details of drawing FL-1500D.4 require further engineering analysis by a licensed engineer or registered archlteot. 7. Inswing oonfigurations do not meat Ahe water InBltrallon requirements for the "HVHP, inswing units shall be Installed only in non - habitable arose or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or Overhang to all (e fees than 46 degrees. 8. See drawing FL-16000.4 for sire and design pressure Wmltstions. Su orNng Doatenenfa: 1. as e ort Test Standard TEL 01460387-A,B,C ASTM DO$$-W,ASTM D1929-M ASTM D2843.99 TEL 01460338-A,8,C ASTM DOW)- 3, ASTM 01929-96 ASTM 02848-99 STTS00001 ASTM Q26.95 16427-107862 ASTM E84.00a ATI 87608.01.108-18 ASTM 131929.08 ETC 01-741-10701.0 TAS 202.94 ETC 01741.10703.0 TAB 202-94 Ei' C 01-741-10693.0 TAB 202-94 TEL 06-1031-3 TAS 202.94 TEL08. 10314 TAS202-94 Testing Labopd= Signed by Testing Evaluation Lab.,(nc. Lyndon F. Schmidt, P,E, Testing Evaluation Lab.,lnc. Lyndon F. S&dWdt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Ina, ETC Laboratories ETC Laboratories ETC Laboratories Testing Evaluation Lab ,lno. Testing Evaluation Lab.,lno. Drawing INO preoered by C5, 01-k-tiv No. FL 150004 RW Building Consultants, Inc. (CA #9813) z`a s 0 8 Caloutetions Prenaredby gay';' \rx Anchoring RW Buffding Consultants, Ina. (CA#0813) d' ' t- tt B ASTME1300GlassloadLyndonF. Schmidt, P.E. y; :` °'` "`t ; Sit Quality Aaauranne Certificate of Participation issued by National Accreditation and Managsmeft0, : n ,' Institute, certifying that Therma-Tru Corporation Is manufacturing products I ,p s (t. within a quality assurance program that compiles with ISOAEC 17020 and i!'•• A,. Qulde63. N Sheet 10t1 Lon Hicks, VP Operations Willfam E Rtdh, P.E. Joseph A, Reed, P.E. Wendelf W, Haney, P.E. Wendell W, Haney, P.E. MarkD. Pasero, P.E. Wendel W, Haney, P.E. Wendell W. Haney, P.E. Signed & Soaled by Lyndon F. Schmidt, P.E. F, Schmidt, P.E. Lyndon F. SctMdt, P.E. FL PE No. 43400 2/2* 016 Florida Building Code Online Page 1 of 3 MINE= ftW DEparhm1d acts Moms I tap in I user ReOMtrown I HaTeptra I Submn Summme I stab a Foos "Wens Fec she acts sae Map u rft Surat BurinBus1 'nes ProJ I product Approval uses, puboc tier Regulation laar" Mane > Ust > Applkation Detail WN FL FL1.5332-R2 Application Type Affirmation Code Verslon 2014 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Emall 6S0 West Market Street. Gratz, PA 17030 717) 36S-3300 Ed 2S60 bsRiinger@mlwd.com Authorized Signature Brent Sidinger bsitlinger@mlwd.00m Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category ExtaAor 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 Florlda License PE-62S14 Quality Assurance Entity National Accreditation and Management Insulate Quality Assurance Contract Expiration Date 12/31/2015 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Y6ar AAMA/WDMA/CSA A01/I.S.2/A440 200S Gill 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 OYes ONo ON/A hnps://www.floridabuilding.org/pr/pr app dtl.aspx7param=wGEVXQwtDgt148572gvdWI... 8/31/201.5 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL15332 RZ COC FL15332-COMP.odf Method 1 Option D 04/30/2015 04/30/2015 OS/06/201S Page 2 of 3 FL # Model, Number or Name Description 1S332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NOW REINFORCED Limps of Use Installation Instructions Approved for use In HVHZ# No F115332 R2 1I 08-0Q$OOC.odf Approved for use outside HVHZr Yes Verified By: Luis Roberto Lomas 62S14 Impact Resistant# No Created by Independent Third Party: Yes Design Pressurei N/A Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN FLL5332 R2 AE 5108078.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS332 R2 II OR-00498C.odf Approved for use outside HVHZ# Yes Verified By: Luls Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN F115332 R2 AE 5108050.odf PRESSURE RATINGS Created by Independent Third Party: Yes iS332.3 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXO REINFORCED 145-3/4"x96' Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS332 R2 11 o8-02248A.odf Approved for use outside HVHZ. Yes Verlfled By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure) N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLi5332 R2 AE 512968A.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.4 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX REINFORCED 961x96' Limits of Use Installation Instructions Approved for use In HVHZ: No FL15332 R2 11 08-022496.odf Approved for use outside HVHZ: Yes Verifled By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Othere REFER TO APPROVAL DOCUMENT FOR DESIGN FL1S332 R2 AE S12969A.odf PRESSURE RATINGS I Created by independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" REINFORCED Limits of Use Approved for use In HVHZt No Approved for use outside HVH21 Yes Impact Resistant) No Design Pressure: N/A Other. REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.6 I SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use In HVHZ: No Approved for use outeldo HVHZ# Yes Impact Roslstanti No Design Pressure# N/A Other# REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 1S332.7 SERIES 420 REINFORCED ALUMINUM SGD Installation Instructions FL15332 R2 It 08-022SOA.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL1S332 R2 AE 512970A.odf Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" Installation Instructions FL15332 R2 11 08-00499C.odf Verified By: Luis Roberto Lamas 62514 Created by independent Third Party: Yes Evaluation Reports FLIS332 RZ AF, $108068.odf Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OXO 146'x96' https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWI... 8/31/2015 Florida Building Code Online Page 3 of 3 Limits of Use Installation Instructions Approved for use In HVHZ: No E115332 R2 Ii 08-OOSO1C.odf Approved for use outside HVHZt Yes Verified By: Luis Roberto Lomas 62514 Impact Reslstantl No Created by Independent Third Party: Yes Design Pressures WA Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN FL1513R2 AE 51080813.ndf PRESSURE RATINGS Created by Independent Third Party: Yes 15332. 8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD )00( 143ex80a NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZs No EL15332 R2 it 08-0oso2C.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 Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLL533Z R2 AE 5108098.odf PRESSURE RATINGS 1 Created by Independent Third Party: Yes 15332. 9 SERIES 430/440 REINFORCED SERIES 4301440 REINFORCED ALUMINUM SGD XXX ALUMINUM Slate 143°%96a Limits of Use Instagatlon Instructions Approved for use In HVHZ. No F 1S332 R2 n Oa-00503C.odf Approved for use outside HVHZ: Yes Vartfled By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressures N/A Evaluation Reports Others REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 510810B.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes eoek Noat QMLU& Ma :c 1940 North Momoe Strut T laheme FL 323" Phone: BS0497-1924 The SUM or Word ban Arlj® employer. Camighs 2007-2os3 Sloln aF Frerlda. u 2tmoL2ah=md to :: Big, Statement Under Redd law, areal Addresses am pubic records. H you do run wank your o-trall address rdeauA In raspanso to a pubnarneards request, do not rend dedronle mall to this entity. IrMosd, aontortOn office by phone or by bUldenal real. If you haw any quaftas, plain mrnact e%467.139S.-Pursuent to Seddon 4S5.275(1)r Florldo Statutes aftedve odmer 1 201211con aes eoensed under chapter 455 P.S. must prevlda tin oapann d AIM An emeq address r OWlavaone, The amens pmvW d may be road for onQ;;Mr rWmtlea wish Ink ncanow Hmavar errn0 ddraam Ara prmlle recornt It YOU do not with to supply a personal address, plead provlda the Department wnh an acme address wMc h tan be resde avallable to tin puble. To datermine It you are a Ilamse e. ruder Chapter 455, P.S., please cock h . Product Approval Accepts id PER v C -di ts.AFIE hops:// www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtH8572gvdWI... 8/31/2015 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WfiH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING AND MASONRY OPENING IS THE RESPONSIBIUTY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE IX BUCK IS NOT USED DISSIMILAR MATFRlALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR EHGI.VEFR OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Ct1-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATFRW : WE RUDER ALUMINUM 6063 T5. S. UNITS MUST BE GLAZED PER ASTM E1300-04 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE-- SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REWONS. S. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAYGMUM ALLOWABLE SHIM STACK TO BE 1/4•. 9. DOOR ASSEMBLIES INSTALL=D WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN i.0 00 NOT REQUIRE WATER INFTLTRA71ON RESISTANCE. OVER!NIWG RATIO - OVERHANG LENGTH/OVERHANG 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 ANCHOR AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT Li7NGTH 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 ANCHOR!W INTO METAL STRUCTURE USE 010 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS S40WN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE 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 COMPRESSIVE STRENGTH OF 3,192 PSL C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, ME 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA. 33KSI OR ALUMINUM 6063-T5 1/8- THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX, XO, XX, XP, PX, XI°, RX TABLE OF CONTENTS SHEET NO.1 DESCRIPTION 1 1 NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION I Aw I oCMRvnow I DAM I AmRoww 1 I A I ADDED FLAN08 AND FIN WSULLATIDN 1 12/10/13 I R.:. SIGNED: IW 6t=13 MI WIAND ORDS LLC 100wW. CROSBYNDOS CARROLLTON. TX 75006 5`4t' t 11 i GEN yR9Qp 04 0 4t' SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x NOTES BRAN'It veo No. v e:cIORIQP V.L. 08-02249 A 90' MAX FRAME WIDTH ANCHORS TO BE EQUALLY SPACED 2) ANCHORS PER LOCATION SEE CHART #5 FOR NUMBER OF LOCATIONS REQUIRED 6' MAXr 6' MAX I6' IAX AME IGHT L 8' FdAX 6- MAX SERIES 420 SGD REINFORCE) WITHOUT ADAPTER OE5IGNPWMUAERA70JQ I EMPACTR1TM t35DPSF I NOM W"HP-1BPSRL SEE CHARTS 01 AND 02 FOR OTHER MM RATINGS OEsmvpRE36UREAAr1NG twACrRATm 25.01-28.6PSF NONE SEECHARTS 6"AN06a FOR OTWR UNITS R47INW CHART71 W77I12- IMISUL WHERE WA7E3iMALTR47R NRESISTAACEISRECUPTIM CCCY a .CMFGT 1 Oedgn Pfwwm ohm'" Fmrro GbmFsrdwdTbWft@wmVdlh FebM 3b. 0 no 3Q0 72De aA e4M 4" 74Ae Pef I Nse I PaNe N3460eda eaLd0 1•.0 6aA W 6A 4U 4 4aD. 1 49A 3J9i7Sa.A10. 3J57g.0amCHART/ 2 WRHa1ld¢ su WHERE WA TER INFILMATfONRESISTANCELSAUTAd7 OM SEE NOTE SHEET 1 p0004: i[iClECa7[iC7 caEE© Eits>t aEi:a 7EIOE[ EC3EIfE[S1E E=LaEIa 180s" DESII MON I we I NM1Wta ADDED FLANGE AND RN INSTNIATION I 12/10/13 I RL- CHARTO Wfw 1-ta'SILL WHERE WATER 909- RA710MRFSfSTANCElSAEOUIREO. CCn 44TM a Cf1CCf 1 0111111E T•Et r)• O mEIOir 0E47[.Ei I m® EIO®E10®, IE AWLUECfJEIE fEIO pCrJEIE-T]EiE EQE:E#L*7EI.:7 IRS EIE 7 iEIl=7EIDFJE7E#iE 70 CHARTt4 Wf7H 1-Ial "L WHERE WATER WFXTR17X W REMrANCE 6 NOT REMMEO. SE= NOT8aSHE Err CHARTM pedgn pres>aero ehert104 Re a mlwAmelf 7b1LLRo leHal$ d&4? Al 42f 4L• Paf Ng Pow Ng i1. f 37A 3 A 34.1 UA OLNf2f 37.2 33 1. lmlber o/endtorlmelfafrprdrnd Flm bSi bpwAw4Ta lAwv% 00 alto RO aA 1 4 A ffA HLS 3fe6 H!S 6m0 Hie 14mb i3 ssa 4 e a s e a 1tR0 4 e s e e s a a 1UA 4 1 6 1 a 1 e e e e e f• a 4 1 e 1 a 1 a e s M1 WINDOWS t. AND Y00RS LLC RD `` L, N SIIt`:10/i CARROLLTON, TX 75006 *\6EN p-. d SERIES 420 SGD REINFORCED WITHOITT ADAPTER =*• 0 96' z 96• ELEVATION E OF ,< 1bWYlt: • eo No. ler Fs:20R1QP b\ scut are 08 2249 A ///OMAI 1 0, NTS10/30/13 2 OF 10 9 M FR HE 96' MAX FRAME WIDTH ANCHORS TO BE EQUALLY SPACED 2) ANCHORS PER LOCATION SEE CHART #6 FOR NUMBER OF LOCATIONS REQUIRED 6' MAX --{ 6' MAX 6' MAX 8` AX kME GHT 6' MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EKTERIOR VIEW DMMpAE=RERATM WACTAATWO 35 OPSF NONE SEE CHARTS Of AM02SREET2FOAOTHER UNITS RATINGS omGNPRESSURERATm I IMPACTAATTNt3 25. 01-0.6PSF NONE mm 1-tw SQL SEE CROUS SOAND i/ SHEET2 FOROTMM LWtM RAMM r RiV DESaP110M ONE A°PADAT A ADDED RANGE AND FIN INSMlArON 12/10/13 R.L CHARTOO bnnlw ersne0er A eoOeOsrpoine 8lbs PCnY W Tee I lMNtld10a1 R SO0 SILO Q.0 QA Kew i0. 0 TZO Ko e60 IRS WE im0 Has imb HAS ak, A 4 0 6 e 0 e 8 e s" 4 e sm s c c e c e a e ee. o a 1 e 6 6 e e e e 5 3/8' ----I 2' 2 I/32" SILL ALUMINUM 6D63•T5.Off THICK 5 3/8' 1 1 1 —fl --L 2' 1 1/2" SILL AU/ NDVUN WSST5.00TMOK MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' x 96' FIN ELEVATION 1 08-02249 NTS — 10/30/13 —3 OF 10 1/2' MIN. aEv oLsoemnll atE N4f0YkD EDGE DISTANCE A ADDED FIANCE MID FIN INSTALLATION 12/10/13 R.L 1 3/8" MIN. WOOD FRAMING OR 2X BUCK EMB ENT BY OTHERS 1/4" MAX. SM 110 WOOD SPAE 1 3/8' MIN. EMBEDMENT 1/4' MAX. r SHIM SPACESCREW0r- R-/tF I lNTD410R 1/2' MIN. EDGE DISTANCE r-- 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR LU UA INTERIOR VERTICAL CROSS SEC77ON KOM FRAMING DR2JlSUCK SMALLATION NOTEfi 1. INTFJI/ORAND EXTERIORFTMSNFS, BY07H91Sy NOT SHOWN FOR CLARITY. 2 PEROIETERAND JOWTSEALANT BYOTMERS TO BE 0650MW INAC.COROMlCEV4MASMEW f2 SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EQUAL EE SHEET 3 OR SILL OPTIONS MIN. ENT 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS J JAMB WSTALLA770N DETAIL WWD FRAMMOR?XSUCK WSTAUATION MI WINDOWS AND DOORS LLC oL11III!Ipii 1001 W. CROSBY RD CARROLLTON, TX 75006 j.•'EN• 9 8; G6dE SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" z 96- FRAME INSTALLATION DETAILS AT OF J j ': AOR10T: G AM OrtOto08Rev A 4 NTS 1030/13 OF 10 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 /4' MAX. SHIM SPACE 10 SMS OR SELF ORIWNG SCREW INTERIOR L TO BE SET IN BED OF WLKEM 116 NSIRUCTION ADHESIVE EQUAL SEE SHEET 3 FOR SILL OPTIONS vEn77CAL GROSS SECTION METAL STRIUCIUREALSTALUTAW NOTES` T. UNTFRIORAND EXTERIOR ANISHM BY OTHFR& NOTSHOWJF ORCLAWTY. EPO WETERAND,0XFSEALWr UYOTHMTOBE OES10lIED INACCORDANCEWRHASI'MiZ 12 T- 7/8' MII EDGE DISTA L 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS oaa lloN aa>; uvlmvea ADDED FLANGE AND FIN MTALLATION 12/10/13 R.L JAMB INSTALLATION DETAIL METAL STRUCTUREINSTALLAT/ON MI WINDOWS AND DOORS LLC OM 5 R1001W. CROSBY RD CARROLLTON. TX 7500E GE 0SERIES420SGDREINFORCEDWITHOUTADAPTER FRAME INSTALLATION DETAILS OROM m Na 11ev V.L 1 08-02249 A IL IIglueNTsI — 10/30/13 Pwms OF 10 2 1 /Y MIN. L EDGE DISTANCE I 1 1/4' MIN. a! EMBEDMENT CONCRETE/ 7 ' MASONRY 1/4' MAX. BY OTHERS SHIM SPACE OPTIONAL I BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON OCTERIOR I" LLJJ IMEMOR SILL TO BE SET IN A BID OF VULKEM 115 CONSTRUCTION ADHESIVE OR EQUAL 3/16' TAPCON SEE SHEET 3 MASONRY/ FOR SILL OPTIONS CONCRETE BY OTHERS t • , 1 1/4" MIN. 4:: . '4 EMBEDMENT o e ; r 2 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEU480AWYNNST'ALLATTON 1 1/4' MIN, EMBEDMENT 2 1/2- MIN. EDGE DISTANCE 3/16" TAPCON CONCRETE/MASONRY BY OTHERS OPTIONAL IX BUCK TO 13E PROPERLY SECURED SEE NOTE 3 SHEET 1 R oLsr low are uvaovm AWED FIANCE AND FIN INSTALLATION 12/10/13 R.L 1/4' MAX. SHIM SPACE INTERIOR Lo EXTERIOR JAMB INSTALLATION DETAIL CONCAETEAMSONRYANSTALLATKTN NOTES.` I. W70%ORAN00aSWOR RNNSHSS, 6YOn FAS, NOT SHOKW FOR CLARITY. 2 PEMAIETERANDJOANTSEAIAIVTBYOTfEW TO BE 06WNW W ACCORDANCE WITH ASTMEZN IY MI WINDOWS AND DOORS LLC 1001 W. CROSBY RO CARROLLTON, TX 75006 SERIES 420 SOD REINFORCED WITHOUT' ADAPTER 96" x 96, p$ FRAME INSTALLATION DETAILS j( ATotkxtt o1w ft IV i V. L 03-02249 A NITS — 10 30/13 —6 OF 10 Illfl WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW WOOD FRAMDI( OR 2X BUCII BY OTHER: I' MIN. DISTANCE 1 3/8- MIN. EMBEDMENT MUOL SPACE 10 WOOD SCREWS EXTERroR U--U Uj INTERIOR VERTICAL CROSS SECTION KR700 FRMNO 0R PX8UCX WSTALLATXlV NOTES: 1. ARERIORAND E)M5RM RN0*S, BYOT NFIW NOT SHOWN FOR CLAFVY Y PEWA&7ER ANDJOW SEALANT BYOTHERSTOBE DESIGNED IMACGORWNCEW WA97UE'2112 1 3/8- MIN. EDGE DISTANCE 0 BE SET IN OF WLKEM 116 RUCTION ADHESIVE #10 WOOD UAL SCREWS SEE SHEET 3 FOR SILL OPTIONS MIN. IENT WOOD FRAMING OR 2X BUCK BY OTHERS F661 H5 cewpvn + I are I opwrm ADDIM FWIGE AND FIN 06EALLA71ON 1 12/10/13J ILL 1/4' MAX. SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLA770N DETAIL KOOD FRAMM 0R2XSVGKbW8TALLA770N MI WINDOWS AND DOORS U-C 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' x 96' FLANGE INSTALLATION DETAILS AM ONG ft R L 1 08-02249 NTS — 10/30/13 —7 OF 10 v •pEAld. 9d METAL STRUCRIRE BY OTHERS 110 SMS OR SELF DRILUNG SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/4- MAX. SHIM SPACE 110 SMS OR SELF DRIIJ.ING SCREW INTERIOR SET IN VUL KEM 116 ON ADHESIVE SEE SHEET 3 FOR SILL OPTIONS VER77CAL CROSS SECTION METAL STRU MRP INSTALLAMN NOTPS: 1. INISTIORAND EY7911OR FINSHES, BY 07HER% NOr$hl%MFORClAR!!Y. 2 PERIMETEAANDJONrSEALAUrOYOTNEita TO BE OESIONED 1NACCORWNCE LYRNASW E H12 r4yom" ocKopwo am Aim A ADDED RANGE AND FIN USTALLATION 12/10/13 RL 1/4, MAX SHIM SPACE 7/8MIN. INTERIOR EDGE DISTANCE l--- n 110 SMS OR SELF ORILLNG SCREWS METAL STRUCTURE BY OTHERS 14 — EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE WSTALIATIM ICI WINDOWS AND DOORS LLC 1001 W. CROS6Y RD CARROLLTON. TX 75006 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 95" x 96' 6 FLANGE INSTALLATION DETAILS OMWM oY10 lf0. IIEV V. L. 08-02249 A NTS OAR 10/30 13 —8 OF 10 EN, p'yr 2 1/2- MIN. EDGE DISTANCE 1 1/4- MIN. EMBEDMENT CONCRETE/ MASONRY 1/4- MAX, BY OTHERS E SHOA SPACE OPTIONAL I BUCK TO Be PROPERLY SECURED SEE NOTE 3 SHEET 1 3/lrTAPCON 07MOR LLJJ LLJJ INTERIOR SILL TO BE SET IN A BED OF VUIf(EM 11 B CONSTRUCTION ADHESIVE 3/16- TAPCON OR EQUAL SEE SHEET 3 MASONRY/ FOR SILL OPTIONS CONCRETE BY OTHERS t • p, 1 1/4" MIN. a:• . EMBEDMENT 2 1 /2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION 1NSTALIA7XW ocrAtvnm+ aaE arvlmvrn ADDED FLANGE AND RN WXMIATION 12/10/13 RL 1 1/4. 16N. EMBEDMENT 1/4' MAX 2 1/2` SHIM SPACE INTERIOR MIN. EDGE DISTANCE 3/16" TAPCON CONCRETE/MASONRY BY OTHERS a EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETEMASOAWYWSTALLITlON TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. BJTPR/ORANDEXTERIORAMSHEA 0YOTHER& NOTSHOWNFOR CLARITY. 2. MOJETST ANDJOWT SEALANT HYOTHERSTO BE OES16NED OJ ACCOROAA/CE waNASTM E2112 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75006 v SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96' STA FLANGEINLLATIONDETAILS i mutrw owa to. Icv V. L 08-02249 I A NTS 10 30 13 19=9 OF 10 WOOD FRAMING BY OTHERS 1 1/4- MIN. EMBEDMENT 13 WOOD ---- SCREW 7/16' MIN EDGE DISTANCE 1/4' MAX 1 SHIM SPACE A I A= FIANCE AND FIN iwmiATION 12/10/13 RI. 1 5/6' MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP - 1 1 /4' MIN. EMBEDMENT IX BUCK BY OTHERS. 1X BUCK TO BE PROPERLY SECURED JAMB INSTALLATION DETAIL EXTERIOR PANEL INTERLOCK w00DFRAWNOCRVHLCKftWlXlLA7VN HOOKSTR/P INSTALLATION MASONRYiUDNCRETE 1 1/4' MIN. EMBEDMENT METAL STRUCTURE 8 WOOD W000 BY OTHERS SCREW BBOTTHERS INTERIOR TRIM TRIM 1/4• MAX. 1 3/8, MIN. j SHIM SPACE EM M INTERIOR 7/18' MIN EDGE DISTANCE HOOK STRIP HOOK STRIP SCR WOOD S10 SELF DRILLING SCREW SCREW PANEL EXTERIOR PANEL INTERLOCK EX7IRIOR INTERLOCK INTERIOR ECTER( OR HOOK STRIP 1NSTALLA710N HOOK STRIP INSTALLATION 9C8LVQWO0DFR4MIAV METAL STRUCTURE MI WI AND OROS LLC 511 lllto VER7IC.4LCROSSSECTION10011W. CROSBYDOWS CARROLLTON, TX 75006 9''< W0ODFRAUMOR2X8UCKVVVrAUATION FOR SILL IAWALL' 1T70N8EEShEETS44 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 1t• it` AKYMM 1.IME7ilORAA® EkTER10RAABSHFS, BYOTHERS, 96" x 96' NAILFIN &HOOK INSTALLATION DETAILS TO A OF NOTSHOWNFORCLAR/TY. Pi0. oRAwn aYrC Na AEV DESIGNED1NACCORA CEwMAA87ME21ER8ro8E 08— A S...... `• l SI I jus NTS °"t10/30/13 10 OF 10 IIAl11t\`` FMASEFS 1/2' MIN. Tav EDGE DISTANCE A ADM CKMM 03/05/12 R.L B NEVMM Pat KIM TESTING 10/18/1J fLL I 3/B MIN. C ADOW FIANCE INSCAUATIONS 12/06/13 RL WOOD FRAMING FJYl87 ENT OR 2X BUCK BY BEDS 1 3/8" NIN, 1/4" MAK 1/4. EMBEDMENT r SHIN SPACE SHMswM 1NTF'RIOR 10 WOOD SPACE 1/2' MIN. SCREW EDGE OtSTANCE a aEXTEW4RINTERIOR 10 WOOD SCREW a SILL TO BE SET IN 010 w000CREW A BED OF 16 ION AD SIVSCREWCONSTRUCTIONADHESIVE OR EQUAL Illufll SEE SHEET 2 EXTEA/ORFORSILLOPTIONS WOOD FRAMING OR 2X BUCK WOOD FRAMING JAMB INSTALLATION DETAIL BY OTHERS OR 2X BUCK WOOD r-fgWNG OR ZX SUCK INSTALLATION BY Ol11ERS 1 3/8' MIN. EMBEDMENT VER77CAL CROSS SECTION WOOD FRWUVOOR ZX SUCK OVBTAWTRW AND DOORS LLC jR 1ILIN,i MI WIND001NW. CROSITY RO U 9 CARROLLTON. TX 75006 ` .G£N6" iP SERIES 430/"0 XIX SGD *• 1 NOTES: 143" x 96" REINFORCED 1.WTERIOAANOFJOERORnWSNE5,9Yanfag3 FRAME INSTALLATION DETAILS o TAT OF NarSHOWN fta4 G.ARW no. TI[A' A(.'O•.:;OR10;' `. 2P94fMETERMIDJO/NTSEALANTHYOCHe STOBE m+at— OZ/23/09 DESIGNEDQV ACOORDANCE H71NA81 M E2112 08-008T503 Ci'ONA `IIjamENTS3OF9 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR VER77CAL CROSS SEC77ON METAL STRUCTUREaSTALLATION NOTES, 1. vmERtoRANOEJRERfOR RNlsN8% BYOTHERS NOT SHOWN FOR CLARITY. 2FERIMETERANO"ITSEAi BYOINERS7178E OSSAa M MACCORDANCE WRNASTN E21 f2 U1/ 4' MAX SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR 7/ 8' MIN. EDGE DISTANCE 10 SMS OR SELF OSCREWS 0 BE SET IN OF VULKEM 116 RUCTION ADHESIVE IUAL METAL STRUCTURE SEE SHEET 2 BY OTHERS FOR SILL OPTIONS 1/ 47 MAX SHIM SPACE INTERIOR EXTERIOR w am A ADDED CHARTS 03/05/12 R.L. 8 RBA= PER NEV TESRNC 10/13/13 R1 C ADDED FMNOE WSTALIAl10NS 12/06/13 RL JAMS INSTAUATION DETAIL METAL STRUCTURE OYSTAUATION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RO CARROLLTON, TX 75006 11111U'/ J\ J\? R 10 119 v: v\GENlp SERIES 45" XIX SGD 143" x 96REINFORCED R FRAMEINSTALLATION DETAILS Bd b 7EA OF , HAI \\ o1+ r> nc F.A. oa¢ 08 00 03 C NTS ua¢ 02 23/09 4 OF 9 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16- TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR 2 1/2- MIN. LOGE DISTANCE 1 /4- MIN. EMBEDMENT 1/4' MAX. J 1 1 /4- MIN. E31.0MMENY 2 1/2I EDGE OISf1WCE SHIM SPACE 3/16- TAPCON 3/16' TAPCON CONCRETE/MASONRY BY OTHERS IMMOR SILL TO BE SET IN A BED OF WLKEM 116 CONSTRUCTION ADHESIVE OR EQUAL SEE SHEET 2 FOR SILL OPTIONS s S • 1 1/4- MIN. Ea1BEDMENT VER77CAL CROSS SECTION RYINSTALLATTON D 1/ I ANCEDGEDISTANCE ucown R OUR I OFMO-,n A ADDED CHMe18 03/05/12 RL 6 REMED Poe NEW TESTDeC 10/15/13 ELL C ADDED FIANCE INSMLATIONS 12/05/13 IPL 1/4E MAX. SHIM SPACE B INSTALLA7701V VETAIL OPTIONAL 1X BUCK OOMICACTSUASOMRYINSTALLATION M BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTM 1.DVTERIORAND EaWWRI,T`0SWS BYOTHERS NOTSHOWN FOR CURRY. a PEgRfiWETFR AND JOINrS:ALANT RYOTHERG TO BE aESXMW IvACCORDANCC- WM ASTA113f 12 MI WINDOWS aLLC i0 w. csosBYRDS J`g11RE CARROLLTON. TX 75006 fir, GEkS. 4 SERIES 430/440 XIX SGD 143E 96E REINFORCED I FRAME NsrALLAnoN DI:ra1s 20R10 F A Xv 08-00503 C 11111110 W" NTS ° Oi02/23/09 INGU5 OF 9 1000 FRAMING IOR 2X BUCK BY OTHERS 10 WOOD 1 SCREW EXTERIOR 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. TEDGE DISTANCE 1 3/8- MIN. Ea+eEgMENr 71/4 L MAX. SHIM SPACE 1 3/8- MIN. EMBEDMENT T— 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 BUCK1BYOTHERS 1 3/8' MIN. EMBEDMENT VERTICAL CROSS SECTION WOOD FRUAWO OR 2K6UCK1NSTAUAT70N NOTES 1.GYTBWORAND FrMMORFRN&%V BYOTNERS NOT W OWN FOR CL011TY. 8POVUEIERANOJOBVTSEA MTSYOTIM70BE 0600 EDINACOORDANCEVJMASTMOI12 F.A. VAE NTS 1iE OOG oeMnw on Avr nr® ADDED CHARTS 03/06/12 RL RMED PER NEW TFSMG 10/15/13 R.L ADDED FLANGE INSTALLATIONS 12/06/13 RL MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/440 XDC SGD 143" x 96' REINFORCED FLANGE INSTALLATION DETAILS HMC tw. OS- 00503 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR VERTICAL CROSS SECTION E&TAL STRUCTVR150MALLATION NOTE.,. 1. IN vuORAND E CTS31OR RVISHM 6YOTH5M N0T SFl7WNWRCLARRY. Z PERNME7ERAN0 JDUIT SE4LIA(T9YOTHEW& Y0 ENE DEMONE0INACCORDANGEWTTHASW E2119 1/4' MAX. SHIM SPACE OR 7/8' MIN. — LUNG EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS 0 BE SEF IN OF WUCEM 116 RUCTION ADHESNE IUAL METAL STRUCTURE BY OTHERS SEE SHEET 2 FOR SILL OPTIONS 2 ago« a,E A ADDED CNMER 03/0e/t2 RL D REVISED PER NEW TE51UN 10/15/13 P1_. c ADDED FLANGE INSTALLATIONS 12/OE/13 R.L. 1/4' MAX. r SHIM SPACE INTERIOR E7aMOR JAMB INSTALLATION DETAIL METAL BTRUCrt1AE INSTALLITTON MI WINDOWS AND DOORS LLC 1001 W. CROSBY RO CARROLLTON, TX 75006 9 SERIES 430/440 XIX SGD 143' x 96' REINFORCED p- 1' cF• FLANGE INSTALLATION DETAILS A O+ AFORN5z7044IZ muw am iaa F. A. 08-00503 C C%>` SME NTS lagm 02/23/09 lvuu7 OF 9 CANCRETE/ 2 1/2" MIN. MASONRY eoGE DISTANCE BY OTHERS T a - ' .. ' 1 1/4` MIN. OPTIONAL - 1X BUCK TO BE PROPERLY SECURED E NOTE 3 SHEET 1 e a4 ' EMBEDMENT 1 1/4" MIN. EMBEDMENT 2 1/2" MIN. EDGE DISTANCE 1/4" MAX. I SHIM SPACE 3/16" TAPCON 3/16" TAPCON CONCRETE/MAS RY — EXTERIOR INTERIOR 3/16" TAPCON, 1111 1111 1111 SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EQUAL SEE SHEET 2 MASONRY/ FOR SILL OPTIONS CONCRETE TTY OTHERS 1 1/4" MIN. E MBEDUENT is ' Q,r :• ,•+ J VERTICAL CROSS SECTION 2 1/2" MIN. COMCRETETdASONRYINSTALLATION EDGE DISTANCE s vGESCFW71ON lxm IAPPRWEO A HOED CHARTS 03/06/12 a.L B REVISED PER NEW TESTING 10/13/13 JR.L C ADDED FLANCE WSTALIATxN15 12/06/13 RL 1/4- MAX. r SHIM SPACE OPTIONAL 1 X BUCK JAMB INSTALLATION DETAIL TO BE PROPERLY CONCRE1S%L4SowYLNSTALA77oN SECURED SEE NOTE 3 SHEET 1 NOTES; 1. 0VTERLOR AND EXTERIOR RNL mml BY OTHER% NOTSNOWN FOR CLARm! P PZ:RLME ERAND JOLMSE4LANTBYOiNERSTOBE DESIGNEDW ACCORDANCE WIIM ASTIN Ell12 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/4-40 = 500 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS oRsft orfc Na F. A. 08-00503 smear NTS 00E 02/23/09 —8 OF 9 @F- 9d Wit" A. s6sme 1 5/8' MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP --- 1 1 /4' MIN. EMBEDMENT T 1X BUCK BY OTHERS. 1X BUCK TO BE. PROPERLY SECURED EXTERIOR Z=? `PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONC IMM INTERIOR TRIM 1 3/a' ipN. EMBEDMENT HOOK STRIP 110 WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X8UCX0W000 FRMONQ am Ar mvm A ADDED CKNM 03/06/12 R.1.. 6 REYLSED PER NEW TEMG 10/15/13 R.L. C ADDED FLMGE INSTALLATIONS 12/06/0 R.L. METAL STRUCTURE BY QTHERS TRIM INTERIOR TRIHOOKSP 10 SELF DRILLING SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL ST RUCRIRE NOTE^ 1. RV1MRM AND E rMWRPW5"EA BYOT HSga NOT 8NORW FOR CLAFVTX Z PERtMETERAND,ADWSEALANTSYOTh'ERS T O BE OESYQNEDINAC COFIVANCE WMASTM EM2 MI WINDOWS AND 'DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/"0 XIX SOD 143' z 96" REINFORCED HOOK INSTALLATION DETAILS GRAM ONO 90. F,A 1 08-00503 Muz NTS I cha 02/23/09 --S- OF 9 ire o =R OF 10/27/2016 Florida Building Code Online me SCls Home I Log In I User Registration I Hot Topics ( Submit Surcharge I Stats A Facts Publications I FeC Staff I Bets Site Map I Links Search db a r Product Approval USER: Public user ProduR Aoomval Menu > ProAutt or Aeolleatlon Search > Aoolication List > Application Detail FL rY FL9174-RII Application Type Revision Code Version 2014 Application Status Approved Comments Archived set to re -apply per applicants request 4/28/15-rb 0 Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 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 John E. Scates the Evaluation Report Florida License PE-51737 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 06/27/2038 Validated By Kurt Dietrich PE O Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard DASMA-108 DASMA-115 Year 2002 2005 httpsJ/www.floridabUlding.orglpr/pr_app dU.aspx.param=wGEVXOwtOquflIJRNVxf6u7oin10heH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 1/6 1G/27/2016 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 04/06/2015 Date Validated 04/28/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/23/201S FL # 9174.1 Model, Number or Name Description 5120 / 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 1 S120 / 6100 / 9100 #0229 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 15 120 / 6100 / 9100 # 0230 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +2S.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. 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 1111 If 0228 318958 P7.odf FL9174 R11 It Track Supplement Chart P10.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 1111 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 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 [I 0229 3189S9 P8.odf FL9174 RI It Track Suoolement Chart P10.odf FL9174 R11 H 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.ndf 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 FL2174 RI1 II 0230 316 P10.odf FL9174 1111 It Track Supplement Chart PIO.odf FL9174 R11 If 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 6S3.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL2174 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 RI I It 0231 318996 PS.odf FL9174 RI 11 Track Suoolement Chart PLO.odf FL9174 R11 11 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 Rent 9t00 r1 s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.5 15120 / 6100 / 9100 #0234 19 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 If Track Suoolement Chart PIO.odf FL9174 R11 II WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 https:/Avww.floridabuilding.orgipr/pr app O.aspx?param=wGEVXQwtDqufIIJR(Wxf6u7ojnl0heH%2bRKJkizESWxAzegKuY8GeGO%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 R11 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 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 Rll ti 0235 319023 P6.odf Approved for use outside HVHZ: Yes FL9174 1111 11 319040 PI Post.odf Impact Resistant: Yes FL9174 R11 If 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 6S3.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 9174.7 5120 / 9100 #0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 If 0232 318999 PS.odf Approved for use outside HVHZ: Yes FL9174 1111 II Track Supplement Chart P10,odf Impact Resistant: No FL9174 RI1 II 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. 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 9174.8 5120 / 9100 u0233 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 It 0233 319000 PS.odf Approved for use outside HVHZ: Yes FL9174 R11 II Track Suoolement Chart P10.odf Impact Resistant: No FL9174 R11 If WD]ambSuoolementP16 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. FL2174 R11 AE Eval Reot 9100 rl s.odf FL2174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.9 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21'. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 If 0236 319024 P6.odf Approved for use outside HVHZ: Yes FL9174 R11 If 319040 PI Post.odf Impact Resistant: Yes FL9174 R11 II Track Suoolement 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 R11 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 9174.10 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 It 319040 PL Post.odf Impact Resistant: Yes FL9174 R11 11 Track Supplement 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 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 httpsJ/www.floridabuilding.orgtpr/pr_app o.aspx?param=wGEVXQwtDqunlJRfWxffw7ojn101eH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d Y6 10/27/2016 Florida Building Code Online 9174.11 15120/5140/6100/9100/9400/9600 I9' Max width. 10' Max height. Max section height 24". Glazing 0600 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 It 0600 319026 P4.odf FL9174 R11 If Track Suoolement Chart PLO.odf FL2174 R11 II WDJambSuoolementP16 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 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 9174.12 15120/5140/6100/9100/9400/9600 I9' 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 Rll If 0601 319027 P4.odf FL9174 R11 If Track Suoolement Chart PLO.odf FL9174 R11 lI 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 FL2174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.13 15120/5140/6100/9100/9400/9600 116' Max width. 10' Max height. Max section height 24". Glazing tt0602 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 II 0602 319028 PS.odf FL9174 R11 It 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 6S3.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 9174.14 15120/5140/6100/9100/9400/9600 116' Max width. 10' Max height. Max section height 24". Glazing tF0603 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 P10.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 FL2174 R11 AE ASTM A 653.odf FL2174 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 9174.15 15120/5140/6100/9100/9400/9600 116' Max width. 8' Max height. Max section height 24" Glazing te0604 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 it 0604 319030 PS.odf FL2174 RIL II 319040 Pi Post.odf FL9174 R11 It Track Suoolement Chart P10.odf FL2174 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 Rent 9100 rl s.odf FL9174 R11 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 R11 II 0605 319031 P4.odf Approved for use outside HVHZ: Yes FL9174 R11 II Track Suoolement Chart P10.odf Impact Resistant: No FL9174 R11 If WDJambSuoolementP16 s.odf https://www.floridabUlding.orglpr/pr_app dU.aspx?param=wGEVXOwt0quflJRfWxf6u7oiniaheH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 4/6 10127/2016 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 FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 1111 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 19174.17 15120/5140/6100/9100/9400/9600 118' 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 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 15140/6100/9400/9600 #0608 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.20 15140/9400/9600 #0607 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.90/-28.80 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R11 II 0606 319032 P6.odf FL9174 RIL If 319040 PI Post.odf FL9174 R11 It Track Suoolement Chart P10.odf FL9174 1111 II WD]amb5uoolementP16 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 RIL AE Eval Rent 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 18' Max width. 8' Max height. Max section height 24" Solid only - no glazing available. Installation Instructions FL9174 R11 If 0609 319035 PS.odf FL9174 RI1 II 319040 P1 Post.odf FL9174 R11 lI Track Suoolement Chart PIO.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 Rent 9100 rl s.ndf 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 R11 H 0608 319034 P4.odf FL2174 R11 II Track Supplement Chart P10.odf FL9174 R11 II 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 FL2174 RI1 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 RI1 If 0607 319033 PS.odf FL9174 R11 It Track Suoolement Chart P10.odf FL9174 R11 II WD]amb5uoolementP16 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 FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes Back M-t Contact Us : • 2601 Blair stone Road. Tallahassee FL 32399 Phone: BSO-487-1824 The State of Florida is an AA/EEO employer. Coovrioht 2007-2011 State of Florida.:: PrivaN Statement :: Aceessibdrtv Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 050 487.1395. `Pursuant to Section 45S.275(i), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine of you are a licensee under Chapter 4SS, F.S., please dick LK.IL. Product Approval Accepts: rMpsJ/www.floridaburilding.orglpr/pr_app o.aspx?param=wGEVXQwtDqufllJRM/xf6u7ojnlOheH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 5l6 10/27/2016 Florida Building Code Ordine W- 1- 1 Vic" —"— Credit Card Safe hltps://www.floridabuilding.orglpr/pr_app dU.aspx?param=wGEVXQwtDqufIIJRNVxf6u7ojnl0heH%2bRKJkizESWxAzegKuY8GeGO°kid%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 "o1E 9 100 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 1 9 1 7 16 4 No. 0737 j •0 STATE OF116 j 1111 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 = 1611 LOAD PER JAMB - 30ps1 x 16ft/2 = 2401b/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 818.2.1. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:56:33-06'00' John E. States, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/1'2203 Revision P16 SCHEDULE2 16d COMMON WIRE NAILS AND 16d THREADED HARDENED -STEEL NAILS MAXIMUM NAIL SPACING PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY - 0.55 DOUGLAS FIR SPECIFIC GRAVITY - 0.46 SPF SPECIFIC GRAVITY - 0.42 LOAD PER JAMB LB/FT NOTE 3 100 24 24 19 120 24 20 16 140 21 17 14 160 18 15 12 180 16 13 10 200 15 12 9 220 13 11 8 240 12 10 8 260 11 9 7 280 10 8 7 300 10 8 6 320 9 7 6 340 8 7 n/a 360 8 6 n/a 380 7 6 n/a 400 7 6 n/a 420 7 n/a n/a 440 6 n/a n/a 460 6 n/a n/a 480 6 n/a n/a 500 6 n/a n/a 520 n/a n/a n/a 540 n/a n/a n/a 560 n/a n/a n/a 580 n/a n/a n/a 600 n/a n/a n/a 620 n/a n/a n/a 640 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 No. 5173 O STATE OF ; 6 20c s 1. BASED ON 16d COMMON WIRE NAILS (0.162"x3-1/2") OR 16d THREADED HARDENED -STEEL NAILS (0.148'x3-1/2-) WITH A MINIMUM PENETRATION OF 2' INTO SIDE GRAIN OF MAIN MEMBER. 2. NAILS SHALL BE PROVIDED IN PAIRS AT A MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) PAIRS OF NAILS PER JAMB. NAILS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 1611 LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x4 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. EDGE DISTANCES, END DISTANCES AND SPACINGS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:56:58 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Fl. PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULE 3 3/8"0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL WEIGHT CONCRETE MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB (IN) LOAD PER JAMB (Le/Fr)NOTES 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 Soo 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 1 16 760 11 13 16 780 10 1 13 1618001011315 0 No. 51737 O STATE OF tV t `•.!ROR OP p 1. BASED ON 3/8'0 A307 HEADED OR HOOKED (1.69" MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 2' O.D. WASHER WITH A MINIMUM EMBEDMENT DEPTH OF 3" AND A MINIMUM EDGE DISTANCE OF 3". 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:57:27 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/1`2203 Revision P16 SCHEDULE 4 3/8"0 SIMPSON TITEN HD SCREW ANCHORS MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB L "01E4 2500 PSI CONCRETE"oTE1 4000 PSI CONCRETE NOTE ' 2000 PSI GROUT FILLEDCMU"oTE1 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 NZ No. No. 51737 00 O STATE OF 46` epic ••.!IOR QP p - Fss ONi; 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 3/9"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 1611/2 - 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. AnDroved 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 "oTE' 2500 PSI CONCRETE"oTE' 4000 PSI CONCRETE NOTE i 2000 PSI GROUT FILLED CMU"ore2 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 16 400 24 24 16 420 24 24 16 440 24 24 16 460 24 24 16 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 24 24 8 580 24 24 8 600 23 23 8 620 22 22 8 640 22 22 8 660 21 21 8 680 20 20 8 700 20 20 8 720 19 19 8 740 19 19 8 760 18 18 8 780 18 18 8 800 17 17 8 No. MTV O STATE OF FSSONA; ?`` 1111 1. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4' O.D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2' AND A MINIMUM EDGE DISTANCE OF 3'. 2. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4' O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2' AND A MINIMUM EDGE DISTANCE OF 4'. ONLY ONE ANCHOR PER MASONRY UNIT CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE OUANTITY OF ANCHORS AS REOUIRED 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 = 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. Approved Date: 2015.02.20 09:58:27 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Fl. PE 51737 TX PE 56308/1`2203 Revision P16 9tdI OZ9bZ£ n38 'ON laVd ONVAVa0 1N3W3lddnS N01103NN00 BWdf Z !0 t L33HS Sal or L 30 Al13VdV3 Oval N91530 wnwlxvw T 17I30 a381A131`4 LVDddns NIVw 3H1 O1NI ,ZC/6-1 30 NO11VaL3N3d wnwlNlw V 3AVN lIVNS SM3a3S 9V1 S83KVM 0'0 ,/1-1 HLM SM3a3s 9Vl v10 .a/c () L/1-t va a38wnl L3x3ve8 3NId N83NLnOS x301 a30V3N lj 0 9•Z wnWINIw sal 000L 30 ALDv03 Val N9630 nnmxvw -HM Z-97M i0 33NVLS10 3903 1lnvaNlll V ONV ,/C-Z 30 NLd30 1N3w038w3 wnwwlw v ONV a3NSVM ,./l-1 V Nlw1 UONONV M38DS ON N31LL NOSdw6 ,8/C () a38nnl 13)OVa8 3NId Na3Nln0S X301 a3Gv3N 1) N 9-Z wnwwlw S81 S80Z !0 Al13VdV3 OV01 NOIS30 wnwxvw —,UM 1-1I m I,/C-Z A 33NVLSIG 3903 wnwwlw V ONV ,/C-Z 30 NLd30 1N3w038w3 wnwlNlw V ONV a3NSVM ,1,/1 t v KIM VOWNV MUM ON N31(L NOSdwIS ,8/C (L) C-Z a38wnl L3I13VaB 3NId Na3N1nOS 1001 83OV314 3, C/ g-z wnwwlw HLONA NOW r xvw ,9 4AI nw3 0311U 1now ONV 313a3NO3 01 1N3w3N3VIIV NOe 9 L 1n310 DNOVdS L5anS01 D0 OOM31N3wN3vllywnwlxvwLW13N a000 a0! a38wnl 30Va0 lvanionals Z wnwlNlw nvHL I S31M> 0S aid Sa3N31SV! r' 1IVw ,9 531SAS DNUa01N13: 1SOd 1v31La3. -- 03alnp3a C ONV 'Z ' I SIIv130 33S T SIIV130 NOI1on sN00 MIONM 10 NOttv311013A t101 IIW 030M071d Iv3S S.833NON3 IVN01SSIJUW COZZIIWCW 3d XL 1C1tS 3d L 10M XL 'NO11101MV3 MO 3L"WWJ IZIC U s3tv3s 13 NNW 00,90- £S: 8S:60 OZ•ZO'S tOZ :ale(] 3d lsale3S .3 uyo( Aq pau61s Ajje11614 0686-1,L ( 098) OtGZC VOIVO'I1 ' VIOOVSN3d 3Afa0 NOS100v 56CC u011 aufie SNOISIAM 9LdI OZ9bZC n3a 'ON laVd ONNAVaO SNOGIA38 1N3W3lddnS N01103NN00 oviv Z JO Z 133NS WHIM X3N OL—•/1 ONV 110e OVdL 1330vUB G"Vrsoul NOYOOv3e ew r pI LLaI OfUS LvaJo3N3NI oe1. 3zc/6 ILLLN Maws Ovl . 91/1; 3Unl3naLs 3NL UOJ owo3U JO IVN06S3JOUd 3NL JO LLrUSSNOdS3S 310S 3NL 39 TIVNS 3UCd3mS ' JNLLUOddnS JO N9630 Urtwnam 3NL JO OVOI N0630 3NL OMOX3 AV" OVOI U3N31SVJ TWVMOTIV XVN On15 mvM mum UD (LYO-O) Jd5 • Z N13'1 f NX3NOLv—./t N) OVUL 66mVrv 00l 13lvUe MW N313e .9 3 NIN ../f—LNvdNON6t 0. .8/C 3Urt=&$ 3NLUOJ3UJO IVNO653JOUd 3N1 ITJ..( 15103 NIN A nie6NOd53MTM 3NL 3e f Z TIVHS 3ULL0nRLS ONW3OddnS JO N0630 ' 3Un10nULS 3NL JO OVOI NOIS30 3N1 033OX3 AVM OVOI 83N31SVJ TQVMOTIV XVN '3IaR 3L3WNO0 6d OOCL NIN SVV130 MOU3(WSN03 CV01ONN JO NOUMOUWIA WoJ A'M 030"Sd W35 S.V33MON3 1MN06SIMSd COZLYMN 3d 7L LUK 3d lJ 1009C Y1 'NO1lioum UO 31V* WVJ QiC 3d ' SIMS 3 KHW 00. 90- 9Z:6S:60 OZ'ZO'S lOZ :aled 3d'sale3S .3 ugor J( q pau61s J(11e11614 0696-0C. (099) rISZf v01U01J ' VIOJVSN3d 3AIZIO NOSIOOV S6CC aufieM The Genuine. The Original. O April 28. 2015 Subject: ASTM A653-00 To Whom It May Concern: Ovorhoad Door Corporation 2S01 S. State Hwy 121, Suite 200 1.ovAiville, TX 75067 Phone 469 S49 7100 Paa 4695497281 mmoverheaddoorcom 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 11111f11f/, J.K. P.•• viceSF ••'is, , 1 STATE OF511NAt y/ A i .,.. t ; HortonOverheadDoor. Corporation Su • Abcid'aryof $anvra Holding Corporation a 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 FL09174-R7 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-3.00S. Code References 2007 Florida Building Code Section 1609 Section 1609.1.2 Section 1714.5.3.1 Test Procedures Wind Loads ANSI/DASMA 115 - Windborne Debris testing ANSI/DASMA 108 - Static windload testing 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. Chat,. E 0( loo FL09174-R7 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 OM FL09174-R7 Drawings TABLE I.' 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 EA7C-4= Ito/tk 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 PS 319030 0604 16 8 39.2/-43.7 Yes Yes Yes 17575 & 19011 & Rev PS 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 4 FL 09174-117 Model Descriptions Model 5120/9100 is constructed of 30 gage, ASTM A653-00 CS Type 8 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 8 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 %" 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 W MDF decorative overlay. 5 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, Jo n E. Scates, P.E. Y Florida PE # 51737 l0` P 3121 Fairgate Dr. Carrollton TX 75007 John E. Scates, Professional Engineer fax (972) 492-0077 1 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) FL 09174-119 To Whom It May Concern: To the best of my knowledge, the products listed in FL 09174-119 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 # 51737 No. 51737 0 STATE OF ' 111111 1. SHORT PANEL NON -IMPACT RESISTANT GLAZING OPTION - 090' MINIMUM SSB GLAZING IN MOLDED FRAMES SCREWED TOGETHER WIT" A MINIMUM OF (6) P6.1' SCREWS INSTALLED IN 1J GA NORIZ ANGLE TOP OR INTERMEDIATE SECTION (WIT" OR WITHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS DRAWING GLAZING SHALL HAVE A MAXIMUM HEIGHT 13 GA MG ANGLE OF 1373' AND A MAXIMUM LENGTH OF 16.75'. GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR WINO-BORNEDEBRIS REGIONS 16 GA MIN HORIETRACK 2. LONG PANEL NON -IMPACT RESISTANT GLAZING OPTION - 5/ 1.SCREWSOWMINIMUMSSBGLAZINGINWO-0E0 FRAMES CLUED WITH A 1/6 BEAD OF BOSTIK 1100 OR EQUIVALENT UNDER THE MIN 3 AS OUTER FRAME AND SCREWED TOGETHER WITH A MINIMUM OF SHOWN) 10) /80' SCREWS INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS 16 CA MIN VERT UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS DRAWING. TRACK GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 13.75' AND A MAXIMUM LENGTH OF 39'. GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR WIND-BORNE 5/16 1-5/6' LAO OEBRIS REGIONS GLAZED SECTION REQUIRES 16 W J-STRUT SCREW AT EACH SCREWED TO LOWER INTEGRAL RIB OF SECTION AND OPERATOR JAMB BRACKET STILE TO BE FACTORY INSTALLED. INSTALLER SHALL FIELD INSTALL K1) 1/A-14.7/B' SELF DRILLING ORIMPTITE SCREW TO 1/41-204/16- TRACK ATTACH T E J-STRUT TO THE INTEGRAL RIB AND OPERATOR BOLT AND 1/4-20 HEX STILE AT THE CENTERLINE OF THE DOOR PER OETAIL F ON NUT AT EACH JS JAMB SHEET 2. BRACKET LOCATION 3. IMPACT RESISTANT GLAZING OPTION - IMPACT RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS GLAZING SHALL BE 1/1' MAKROLON-AR POLVCARBONATE OR EQUAL. GLAZING SMALL HAVE A MAXIMUM HEIGHT OF 15.21' AND A MAXIMUM LENGTH OF 30.0e'. GLAZING IS IMPACT RESISTANT AND DOES MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. SEE DETAIL E ON SHEET 2 FOR ASSEMBLY DETAILS GLAZED SECTION REQUIRES REINFORCEMENT BRACKETS 15 GA STIFFENEDATTACHEDTOU-BAR ON UPPER INTEGRAL RIB (SEE DETAIL G JAMB BRACKETSSHEET21leCAJ-STRUT SCREWED TO LOWER INTEGRAL RIB SEE SCHLLOULE FOROFSECTIONANDOPERATORSTILETOBEFACTORYINSTALLED. QUANITY, LOCATION, INSTALLER SHALL FIELD INSTALL (1) 1/{-11117/6" SELF AND TYPEDRILLINGCRIMPTITESCREWTOATTACHTHEJ-STRUT TO THE INTEGRAL RIB AND OPERATOR STILE AT THE CENTERLINE OF THE DOOR PER DETAIL F ON SHEET 2. KEY LOCK OR SLOE LOOK- A. VINYL OR HOOD DOOR STOP NAILED A MAXIMUM OF 6. O.C. BOTH ENDS (NOT MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM REWIRED WITH OPERATOR 7/16- TO MEET NEGATIVE PRESSURES. SEE NOTE 5). SLIDE LOCK SHOWN FOR 6 KEY LOCK. SLIDE LOOKS OR OPERATOR REQUIRED. CLARITY S. SECTION SHALL BE CONSTRUCTED WITH FOAMED IN PLACE NOTE-' (4) SECTION SOUR POLYURETHAME FOAM INSULATION CHEMICALLY BONDED TO 30 DOOR SHOWN. SEE SHEET W MINIMUM FACER STEEL AND A POLYLAMINATE BACKER. 2 FOR U-BAR LOCATIONS ENO CAP TO HAVE A MINIMUM 1.1' DEPTH, ON DOORS WITH OTHER SECTION QUANTITIES AND 7. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SEE NOTES 1, 2, AND 3 SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF ON TINS SHEET FOR RECORD FOR THE BUILDING OR STRUCTURE AND IN GLAZING OPTIONS ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. 6. DOOR JAMB TO BE MINIMUM 2 6 STRUCTURAL GRACE 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) /61<I' SCREWS INSTALLED IN THE BOTTOM SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND 00 NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS RECKONS LOUVERED SECTION REQUIRES OPERATOR STILE TO BE FACTORY INSTALLED AT THE CENTERLINE OF THE DOOR. JOHN E. SCATES PE 3121 FNRGATE OR. CARROLLTIXI, TY 75007 Fl PC 31737 TX PC 56,700/FZZ03 PROFESSICNAL ENCINEER'S SEAL PROVICEO ONLY FOR VERIFICATION OF WHKLOAD CONSTRUCT04 DETAILS EQUAL TO tr-O'. BRACKET SCHEDULEJAMB DOOR HEIGHT NO. OF SECTIONS 0. OF JAMB BRACKETS EACH JAMB) LOCATION OF CENFERLINE OF JAMB BRACKETS MEASURED FROM BOTTOM OF TRACK (ALL DIMENSIONS t 2-) 7'-0' a 6 JS . 13 01. 25-1 JS , 34 JB , 45-1 s (01). 63 JB 7'-0' 8 3FAT- JB , IO JIB), 21-3 s JB , 29-3 a JB , 42 JB . 63-t a JB JB13 01 . 23' JB . 3s JB , 7-t s q , 56' JB , 67' q 75' JBeJB , 10 JB . 21-3 s JB . 29-3 • JB , A8 JB . 57-t a JB , 68 JB , 75-t JB e-0 IWN LIST OOF PITCH NOTE BELOW WILL J8) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACKED TO TRACK WITH 1/4-204/16- TRACK BOLT AND NUT. q) FOLLOWING OIMENSION DENOTES OWE( INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SAT. NO ADDITIONAL HARDWARE NEEDED ATTACH TO TRACK. ALL DOORS WITH HIGH LIFT, ROOF PITCH, AND/OR GREATER THAN e' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX DOOR HEIGHT UNIFORM LOAD EACH JAMB (PLF) WIDTH 16'-O' ALL a207.2 -230. 1{•-0' ALL 1e1.J -20L6 t2'-0' ALL ISS.s -t72.6 1G•-D- ALL 1 +129 S -1Ns.0 REVISIONS CHANGES TO GENERAL MAI AND CHANGED 9AR FASTENER TYPE ENO CAPS AND TOM RETAINER. 1NGED CENTER MINCE ICE AND ADDED IVER OPTION. MGEO STRUT VTIFICATION METHOD M COLORED PAINT TO MPEO NUMBER. 3/8/06 LARIFIEO NUMBER OF ASTENERS AND CENTER INGES REQUIRED FOR ARROWER DOOR MOTHS, IRS 5/10/06 6 ADDED IMPACT ESISTANCE TO DOOR. COED MODEL 6100 IODIFlEO NOTE 8 TO TATE THAT LOUVERS RE NOT IMPACT ESISTANT. RT 6/6/07 7 MOOIFEO JAMB RACKET SCHEDULE FOR AT OPTION. ADDED LNR RACK OE7AIL SHEET 2 RT A/17/08 8 ADDED IMPACT ESISTANT GLAZING ODEO TEXAS LICENSE UMBER TO TITLE BLOCK. 14AMGEO LOUVER NOTE ICREASEO MAX HEIGHT 0 8•-9' ADDED HIGH IFT AND ROOF PITCH RACK NOTE. RT 7/22/08 9 UPDATED TITLE BLOCK RT 6/26/10 PANEL 3/15/11 Wayne® DffitOn STATIC PRESSURE RATINGS DESIGN (PSF): +25.90/-28.80 APPROVED SIZES MAX WIDTH. W-0' SCALE: N.T.S. DATE ISIZE. A NAME TEST (PSF): +3885/-e3.20 MAX HEIGHT: 8'-9" IDRAWN 3/8/06 CRT IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21' CHECKED 4/6/06 1 MRB MODELS 5120/6100/9100 SHEET 1 of 2 AS ON OF OVERHEAD DOOR COR PENSA9COLA. FLOORRIDA 3251" K115o) 47A-9890 WINDLOAD SPECIFICATION OPTION CODE 0230 DRAWING PART NO 318960 REV P10 13 GA ADJUSTABLE TOP FIXTURE ATTACHED TO PLACE U-BAR OVER INTEGRAL RIB 13 GA ADJUSTABLE WITH THE (6) PRE-PUNCHEO TOP FIXTURE PRE -PUNCHED HOLES HOLES EACH END FACING UPWARD IN BOTTOM OF U-BAR / AND ATTACH THRU ENO CAP AT WITH (2)) 1/AI-IIRs/6" CRIYPTTE SCREWS EACH ENO WITH (2) 1//A-NX7/6 SELF DRILLING CRIYP7fTE SCREWS FOR STANDARD TRACK AND (3) 1/{-140/B' SELF ORILLING I CRIMPTIE SCREWS FOR LOW HEADROOM TRACK (2 OF WHICH . ARE USED TO ATTACHED THE TOP DETAIL A BRACKET AS SHOWN). 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/-tsX3/8" CRIMPTITE SCREWS. THE (8) PRE -PUNCHED NOTES EACH ENO USE MEWING HOLE IN SUOE TO ENSURE FACING UPWARD AND ATTACH THRU ENO PROPER ALIGNMENT OF ROLLERS CAP AT EACH ENO WITH (2) 1/hi4X7/e" SELF DRILLING CRIMPTITE SCREWS 13 GA HINGE ATTACHED EXCEPTION: U-BAR PLACED OVER TOP WITH (HI) 1/h14.5/8' / RIB ON THE BOTTOM SECTION SHALL ONLY CRIMPTITE SCREWS (2 OF A BE ATTACHEO THRU ENO CAP AT EACH WHICH ARE FACTORY ENO WITH (1) 1/4-14R7/9" SELF DRILLING ATTACHED) CRIYPTITE SCREW LOCATED ON THE BOTTOM FLANGE OF THE U-BAR NOTE` WE TO CLEARANCES REWIRED TO 2' NYLON STORYGARO INSTALL SCREWS AT THE ENDS OF THE ROLLER WITH c U-BARS, ALL U-BARS SHALL BE 4-1/2' STEM INSTALLED ON SECTIONS PRIOR TO DETAIL B INSTALLING ROLLER SLIDES AND TOP FIXTURE ON THE U-BARS. SEE ATTACHMENT NOTES ON THIS SHEET. 19 GA HINGE ATTACHED PLACE U-BAR OVER WITH (6) 1/4-20a5/B" INTEGRAL RIB-20.5A//T'T'ACR CRIMPTITE SCREWS (2 OF VAT14 SCREWS hHRUWHICHAREFACTORY CRIMP PRE -PUNCHED HOLES AT ATTACHED, 3 OF WHICH EACH INTERMEDIATE HINGEAREFIELDINSTALLEDINTOLOCATION (1 THRU FLANGETOPLEAF' ANp 1 OF WHICH IS HELD INSTALLED OF U-BAR AND BOTTOM MRU PRE -PUNCHED HOLE HINGE LEAF AND 1 THRU WEB OF U-BAR AND IN U-BAR DETAIL C INTEGRAL RIB OF SECTION) 12 CA BOTTOM BRACKET FACTORY ATTACHED WITH ' 3) 1/s-1 s/e / 0 LACE U-BAR OVER INTEGRAL RIB WITH NOTCH TOWN TO CLEARCRIMPTITESCREWS THRU ENBRACKETANDATTACHTHRUENO CAP AT EACH 00 WITH (1) 1/4-11X7/8' SELF DRILLING CRIMPTITE SCREW AS FOR IMPACT RESISTANCE, SHOWN AND USE (1) 1/4-147/8" SELF BOTTOM BRACKET MUST BE DRILLING CRIMPTITE SCREW ACROSS THE SCREWED TO THE BOTTOM . • BOTTOM OF THE BOTTOM U-BAR AT U-BAR WITH EACH PRE -PUNCHED HOLE AT EVERY 2) 1/4-147/6' SELF DETAIL Q HINGE LOCATION. USE (1) 1/4-2095/6' DRILLING CRIMPTITE SCREWS. CRIMPTITE SCREW AT ALL OTHER SEE IMPACT BOTTOM BRACKET PRE -PUNCHED HOLE LOCATION& DETAIL THIS SWEET. 6%3/1' MIN STAINLESS SCREWS WITH STAINLESS BACKED RUBBER WASHERS 3-1/2' O.C. MAX 1/6' BEAD GE ACSSC4000I 1 SGAOOOAC I ` STRUCTURALSEALANT OR H USED ONLY ON IMPACT GLAZED SECTION - 11 GA REWORCEM04T BRACKET ATTACHED WITH ( 4) 1/4-14%7/6' SELF DRILLING O CRIMPTITE SCREWS (2 8 THROUGH BOTH BRACKET AND U-BAR) QE t) 1/4-147/B' SELF DRILLING CRIMPTITE SCREW AT CENTER LINE OF DOOR THRU J- STRUT t OPERATOR BRACKET. HM . HSTRUT t SCREW ONLY REWREO ON LONG PANEL AND IMPACT GLAZED SECTIONS. SEE NOTE 2 SHEET I FACER STEED ` ATNN E. SCATES PE NON-STRUCTURAL 3121 FNRGATE OR. DECORATIVE INNER CARROLLTON, TX 7SM7 WINDOW TRIM R PE 31737 TX PE 36306/F2203 PROFESSIONAL ENGNEEWS SEAL PRONao OIILY FOR 7 T DETAILE VERIFICATION OF WtNOLOAO CONSTRUCTION OETAILS ATTACH BOTTOM BRACKET TO BOTTOM U-BAR YAM (2) ( 1/ 4-140/6" SELF DRILLING CRIMPTITE SCREWS IMPACT BOTTOM BRACKET 5) SECTION DOORS WITH ( 6) Y. 16 GA, 60 KSI U-BARS LOCATED OVER INTEGRAL RIBS AS SHOWN A) SECTION DOORS WITH ( 5) 3% 18 GA. SO KSI U-BARS LOCATED OVER INTEGRAL RIBS AS SHOWN ___ DETAIL F MBAR A A N= 1. ALL U-BARS SHALL BE PLACED OVER INTEGRAL RIBS AND ATTACKED THRU PRE -PUNCHED HOLES WITH (2) 1/4-14.5/6" CRIMPTITE SCREWS AT EACH INTERMEDIATE HINGE LOCATION, (2) 1/ 4-140/8' SELF DRILLING CRIMPTITE SCREWS AT EACH ENO CAP ( EXCEPT BOTH U-BARS ON BOTTOM SECTION - SEE DETAIL B AND 0 THIS SHEET), (2) 1 4-11 5/B" CRIMPTITE SCREWS APPROXIMATELY MIDWAY BETWEEN ENO OF DOOR AND INTERMEDIATE HINGE LOCATION, AND (1) 1//-145/8" CRIMPTITE SCREW APPROXIMATELY 8' FROM EACH END. FOR DOOR WIDTHS GREATER THAN 12"-0'. THERE SMALL BE A TOTAL OF (20) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U- BARS ON BOTTOM SECTION SMALL HAVE A TOTAL OF (18) SCREWS EACL FOR DOOR WIDTHS LESS THAN OR EQUAL TO 12'- 0', THERE SHALL BE A TOTAL OF (16) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-eARS ON OnOM SECTION NON- STRUCTURAL DECORATIVE SHALL HAVE A TOTAL OF (14) SCREWS EACH. OUTER WINDOW TRIM 2. IWTH THE EXCEPTION OF THE (8) PRE -PUNCHED HOLES IN 1/, POLYCARBONATE THE TOP OF EACH END USED FOR ATTACHMENT OF THE ROLLER SLIDES 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 1/4-1413/8' CRIMPTITE SCREWS. 3. 18 GA U-BARS SHALL BE STAMPED '46' APPROXIMATELY Ir FROM EACH END. STATIC PRESSURE RATINGS APPROVED SIZES Wagpe® DESIGN (PSF). +25.90/-28 80 MAX WROTH: t6'-0 TEST ( PSF): +38.85/-43.20 MAX HEIGHT- 8'-9' onion IMPACT/CYCLIC RATED (YES/NO). YES MAX SECTION HEIGHT: MODELS 5120/6100/9100 3395 AOW DRIVE 1 WINDLOAD SPECIFICATION OPTION CODE 0230 FLORIDAR32SIAREVISIONSCHANGES TO GENERA MAT AND CHANGED IAR FASTENER TYPE END CAPS AND TOM RETAINER NGE0 CENTER HINGE NGEO STRUT ITIFICATION METHOD M COLORED PAINT TO MIRED NUMBER. 3/8/ 06 ADDEO SUPERIMPOSED IGN PRESSURE LOADS SUPPORTING UCTURE AND RIFIEO NUMBER OF TENERS AND CENTER ES REONREO FOR ROWER DOOR WIDTHS. 1 5/ 10/06 ADDEO IMPACT ISTANCE TO DOOR ED MODEL 6100. RnEO NOTE 8 TO TE THAT LOUVERS NOT IMPACT ISTANT. 6/ 6/ 07 1CKET SCHEDULE FOR OPTION. ADDEO LHR ICK DETAIL SWEET 2 r A/ 17/08 ADDED IMPACT JSTANT GLAZING, ED TEXAS LICENSE ABER TO TITLE BLOCK. 1NGEO LOUVER NOTE. REASEO MAX HEIGHT j 8'-9'. ADDED HIGH r AND ROOF PITCH CK NOTE. 1 7/ 22/08 UPDATED TITLE 8LOCK 1 8/ 26/10 10 ADDEO LONG PANEL I 1 3/8/06 1 CRT EO 4/ 6/06 1 MRS SHEET 2 OF 2 DRAWING PART NO I REV. 318960 1P10 14" MAX 12" MAX 12" MAX I _ I 12" MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. A1N E. SCATEA PC 3121 FNRCATE OR CARROLLION, Ix 7500 EL PE 51737 Tx PE 54306/1'2203 PRDFESS101AL ENONTIR'S SEAL PRONDED ONLY FOR VEWICARON OF WMXOAD CONSIRUCTION OEIAXS. PLATE LOCATION HEDULE CLIP DETAIL CLIP LOCATIONS SEE SCHEDULE TRACK 13 GA MIN CONTINUO( 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 - RSW 28 13 GA MIN CONTINUOUS WALL ANGLE TRACK 3) 1/4"-20 TRACK DR CARRIAGE BOLT WITH 1/4"-20 NUT okfulommomm • TRACK 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CLIP RIVETING DETAIL 11 GA MIN CLIP SEE SCHEDULE 1) 1 /4"- 20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK TYPICAL CLIP WELDING DETAIL DESIGN PRESSURE CHART DOOR WIDTH MAX SF 9'-0" 46.0 PSF -52.0 PSF 18'-0" 46.0 PSF -52.0 PSF 16'-0" +46.0 PSF/-52.0 PSF Wayne® DalfOil 3395 ADDISON DRIVE TRACK SUPPLEMENT CHART PEN ( 850) 474 -9890 32514 K-CUPS-TEXAS ANGLE 12 FOOT TED 6/11/03 IPDATED FORMAT. EASED ALLOWABLE SORES TO DO/-52 00 PSF FOR DOOR WIDTHS ICED 'TEXAS WALL E' TO 'CONTINUOUS ANGLE' ADDED TRATE MOUNTING 1' CHANGED TO ND ANCHORS 4/2/07 ND 8024 WITH OVERLAY 0 TRACK CUP CHEDULE. RT 8/21/07 5 UPDATED MODELS ISTED IN CHARTS iPDA'ED SPLICE & OuP CHEDULES. LP 9/06/07 6 UPDATE MOUNTING DETAIL DRAWINGS. RT 10/05/0, 7 UPDATED CHARTS TO LIMINATE THE USE OF HE #B CUP (REPLACED ATM 09 ACROSS THE OARD). LP 10/24/07 8 UPDATED STEEL OUNTIMG DETAIL IRB 04/11/08 9EXPANDED 1-1/2' TO 3/8' DOOR THICKNESS HART UP TO 14' MICH. RT 12/11/08 10 UPDATED TITLE LOCK AT 6/2/10 DRAWN 8/21/07 CRT CHECKED 8/21/07 MRB SHEET 1 OF 2 DRAWING PART NO. REV. 307494 IPIO 2 3/4" t 1 " EDGE DIST 5/16" x 1-5/8" LAG SCREW OR EQUIVALENT INTO MIN 2 6 NO 2 MIN 3/16" THICK STEEL FOR MOUN WALL ANGLE E60XX MIN 1 8 2-24 1/8 V 2-24 4(G=0.42) OR _ _ TRACK CLIP 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 O CONCRETE MOUNTING DETAIL ANN E. SCATE& PE 3121 FAIRCATE DR. CARROLLION. IA 76OD7 FL PE 51737 TA PE 563O6/1`22O3 PROFESSIONAL ENOMMS SEAL PROMDED ONLY FOR VER 7CAIION OF WNOLOAD CONSIRUCTION OEIAAS. WITH MIN. (1) 1/4-200/8' SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDIN( 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 SPLICEPLATE MODELS 8024 8124 WITH DECATRIM OVERLAY (2-1/2 THICK DOORHEIGH CLIP #'S FROM BOTTOM TO TOP SPLICELIATE # 7'-0" 7, 9. 9. 9. 9. 11 16 8'-0' 7, 9, 9, 9, 9, 11. 11 16 9' - 0' 7, 9, 9, 9, 9. 11, 11, 11 18 10'-0' 7, 9, 9, 9. 9. 11, 11. 11. 13 18 7. 9, 9, 9, 9, 11. 11, 11, 13, 13 20 12'-0' 7. 9, 9. 9, 9, 11. 11. 11. 13, 13. 13 20 13'- 0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22 14'- 0' 7, 9, 9. 9, 9, 11, 11, 11, 13, 13, 13, 13 22 MODELS 5200 8000 8024 8100 8124 8500 2 THICK DOORHEIGH CLIP #'S FROM BOTTOM TO TOP SPLICE # 7'-0' S, 6, 6, 7, 7, 9 12 8'-0' S, 6, 6, 7. 7, 9, 9 12 9'-0' S, 6, 6, 7, 7. 9, 9, 9 14 10'-O' S, 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 3'-0" 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 HEIGHT CLIP #'S FROM BOTTOM TO TOP PLAITE 7'-0' 4, 4. 4, 4, 5, 6 8 8'-0' 4. 4. 4, 4, 5. 6, 6 8 9'-0' 4. 4. 4, 4, 5. 6, 6, 7 8 10' - 0' 4. 4, 4, 4, 5, 6, 6, 7, 7 8 11'-0" 4. 4. 4. 4, 5, 6, 6. 7, 7. 9 10 12' - 0 " 4. 4, 4. 4. 5, 6, 6, 7, 7, 9, 9 10 13'-0" 4, 4. 4, 4, 5, 6, 6, 7. 7, 9, 9, 9 12 14'-0' 4, 4, 4. 4, 5, 6. 6, 7, 7, 9, 9. 9, 9 12 MODELS 9100 9400 9600 9700 9800 1 THICK DOOR HEIGHLATECLIP #'S FROM BOTTOM TO TOP SPLICE 7'-0' 4. 4. 4. 4. 4. 4 6 8'-0' 4. 4. 4. 4. 4. 4. 4 6 9'-0' 4. 4. 4. 4. 4. 4. 4. 4 6 10'-0" 4. 4. 4. 4. 4. 4. 4. 4. 4 6 Wagner Salton 3395 ADDISON DRIVE TRACK SUPPLEMENT CHART PENS( 850) A47FLRIDA 4 -9890 32514 DRAWN REVISIONS 2 INCH ACK-CUPS-TEXAS LL ANGLE 12 FOOT DATED 3 6/11/03 UPDATED FORMAT. PEASED ALLOWABLE ESSURES TO I5.DO/-52.00 PST FOR L DOOR WIDTHS ANCED 'TEXAS WALL CLE" TO 'CONTINUOUS 1L ANGLE'. ADDED BSTRATE MOUN71NC TAIL. CHANCED TO EN ND ANCHORS T 4/2/07 TRACK CUP EDULE. 8/21/07 UPDATED MODELS ED IN CHARTS AIED SPLICE k CUP EDULES 9/08/07 UPDATE MOUNTING AIL DRAWINGS, 10/05/07 UPDATED CHARTS TO IINA'TE THE USE OF 08 CUP (REPLACED 1 /9 ACROSS THE 0). 10/24/07 UPDATED STEEL INTING DETAIL 1 04/11/08 EXPANDED 1-1/2- TO B' DOOR THICKNESS RT UP TO 14' HICH. 12/ 11/08 6/ 2/10 SHEET 2 OF 2 DRAWING PART NO. REV. 307494 1plo Florida Building Code Online Page 1 of 2 lip a0f1 L- DepMVnjj eels tome ! L09 In i User Registration Hot Topics Sub" Surcharge I Stats a Pacts i PllbetationS ! PeC Starr ! SCIS Site Map ! units ! search i Bushes ProductProfessivialVa' • USER: PuNicU errOVal Regulation Product A65MWAl Menu > PrdduR pf aeolkatbn Search > Application List > Application Detail FL # FL19715 Application Type New Code Version 2014 Application Status Applied for Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated A Silverline Building Products Corp. One Silverine Drive North Brunswick, NJ 08902 800) 234-4228 Ext4644 lonberrlan@slbp.com Jon Berrlan lon berr ianrplslb p.co m Windows Single Hung Certification Mark or Listing Window and Door Manufacturers Association Window and Door Manufacturers Association Standard AAMA/WDMA/CSA LO1/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 02/16/2016 FL # I Model, Number or Name I Description year 2011 2008 http://wvA,v. floridabuilding.org/prlpr_app_dtl.aspx?param=wGCV XQwtDgtvA%2bli mzk l ... 2/ 19/2016 Florida Building Code Online Page 2 of. 2 . 19715.1 1 Series 2900/4900 Single Hung Extruded Vlnyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHI: No FL19715 RO C CAC 2-4-16 CCL-iIst.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/16/2016 Design Pressure: N/A Installation Instructions Other: See Installation Instruc`Jons, SWD002, and Product FL1971S RO If 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.odf Created by Independent Third Party: Yes Back .oat Contactys :: 1940 North Monroe StreeL Tallahassee Fl. 32399 Pharte: 850-a87-jM The State of Florida Is an AA/EEO employer Conwinht 2007-2013 State of Florida.:: Privacy Suitement :: Aecesslbdity Statemsne :: Refund Statement Under Florida law, email addresses are public reeatos. if you do clot want your e-mall address released In response to a pubk1records request, do not send electronic mail to this entity• instead, contact the office by phone or by traditional mall. If you have any questions, please conta-t 850.487.1395. `Pursuant to Seaton 455.275(1), Florida Statutes. drecthre October 1, 2012, licensees licensed under Chapter 455. F.S. must provide the Department with an email address If they have one. The emails provided may be used for 011cial communication with the Brmsee 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 avallable to the pudic To determine It you are a licensee under Chapter 455, F.S., please dick ft=L. Product Approval Accepts: iM® http://www. floridabuilding.org/prlpr_app_dtl. aspx?param=wGEVXQwtDgtvA%2bxmzk 1... 2/ 19/2016 INSTALLATION NOTES: 1. ONE III INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 11/2 INCH THE DEPICTED LOCATION G SPACING IN TI4E ANCHOR LAYOUT DETAILS I.E, WI TIIOUT CONSIDERATION OF TOLERANCES). TOLCRANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT, 4 SHHIM AS EQUIRFO AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/0 INCH. SHIM WHERE SPACE OF 1116INCH OR GREATER OCCURS. SHIM(S) SMALL BE CONSTRUCTEO OF HIGH DENSITY PLASTIC OR BETTER 5. FIX INSTALLATION: FOR INSTALLATION INTO MOOD FRAMING USE 39 WOOD SCREWS OR II GAUGE ROOFING NAILS OR 10d COMMON NAILS OF SUFFICIENI LENGTH TO ACHIEVE 1-1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN 3/6' EDGE DISTANCE. 6. FIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 44 SELF -TAPPING SCREWS, OF SUFFICIENT LENGTH TO ACHIEVE A ATINIMUM OF 3 TIIR D EN RATION BEYOND METAL WALL INSTALLATION SHALL MAINTAIN MIN. 3/8' EDGE DISTANCE 7. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FUMING USE $10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/2 INCH MINIMUM EMBEDMEWT INTO WOOD SUBSTRATE. R THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH 1X SUCK TO CONCRETE/MASONRY. OR DIRECTLY INTO CONCRETE/MASONRY, USE 3 161NCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/4 INCH MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN. 13/4' EDGE DISTANCE. 9. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 910 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM F 3 IH EPOS PENET A ION BEYOND METAL WALL 10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING PUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN lS DESIGNED AND MANUFACTURED TO COMPLY WITH THE STH EDITION 2014) FLORIOR BUILDING CODE (FBO. EXCLUDING IIVKZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/NOMA/CSA 301A S.Z/A440-0B/l1 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, ZX FRAMING, AND METAL FRAMING AS A MAIN WINO FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSISIUTY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION 3. 1X AND ZX DUCKS (WIICH USCG) 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 CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SMALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVMZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE ORTAINF.D FROM MIAMI.OADE RER OR AHI. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT UI AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC I2. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK DO NOT INSTALL 7. IN ACCORDANCE WITH THE STH EDITION FBC, WOODINSTALLATIONANCHORSINTOMORTARJOINTS. EDGE DISTANCE IS MEASURED COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATEDFROMFREEEDGEOFBLOCKOREDGEOFMORTARJOINTINTOFACESHELLOFORSHALLBEOFADURABLESPECIESASDEFINEDIN BLOCK. CHAPTER 23. 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 8, GLASS MEETS THE REQUIREMENTS OF ASTM E 1300MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL 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 GRAVTFYOF QSS. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT-FILLEDCMU-UNIT STRENGTH CONFORMS TO ASTM CIAO WITH MINIMUM COMPRESSIVE STRENGTH OF I000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2001D PSI. D. HOLLOW BLOCK CMU - UNIT STRENGT4 CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTM OF 2000 PSI. E. STEEL- MINIMUM YIELD STRENGTH OF 3319. MINIMUM WALL THICKNESS OF 47.8 MIL (00478' or 18 GAUGEI, MIN. 1/2- EDGE DISTANCE. F. ALUMINUM - MINIMUM ALLOY 6063-T5. MINIMUM WALL THICKNESS OF 1/16-. MIN. L/Z- EDGE DISTANCE. TABLE OF CONTENTS SHEET REVISION SHEET DES"TTON I INSTALLATION A G'EKOAL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS 4 VERTICAL A HORIZONTAL SECTIONS (NAIL FIN) 5 VERTICAL A HORIZONTAL SECTIONS (71-MOU6H FRAME) 6 HOREZONTAL SECTIONS, BUCK INSTALLATION, A GLAZING DETAIL MAX OVERALL SM CONFi6. DESIGN PRESSURE Mus[IF IAIPACTRAYIN9WEDTHHEIGHT 36' 84' O/X 35 / -35 PSF NON IMPACT 38' 66' O/X 50 / -50 PSF NON IMPACT 38' 74' O/X 50 / -50 PSF NON IMPACT 38' 7T I O/X 35 / -35 PSF NON L WACT 44• 62' O/X 50 / -50 PSF NON IMPACT 48' 72' O/X 35 / -35 PSF NON IMPACT 40' 84' O/X 20 / .20 PSF NON IMPACT 52' 72' O/X 25 / -25PSF NON EMPACT 36' 83.75' O/X (ORIEL) 35 / -35 PSF NON IMPACT 48' 96' O/X (ORIEL) 20 / -20 PSF NON IMPACT 77' 62' O/X-O/X 35 / -35 PSF NON LWPACT 72' 84' O/X-O/X 35 / -35 PSF NON IMPACT 76' 6T WX-O/X 50 / -50 PSF NON IMPACT 76' 7Y O/X-O/X 50 / -50 PSF NON EM/ACT 76, TT O/X-O/X 25 / -25 PSF NON IMPACT 80' 74' O/XO/X 35 / -35 PSF NON IMPACT 96' 74' O/XO/X 30 / -30 P5F NON IMPACT 108' 62' O/XO/XO/X 50 / -50 PSF NON IMPACT 108' 7T O/XO/XO/X 50 / -50 PSF NON IMPACT IO8' 84' O/X-O/X-O/X 25 / 45 PSF NON IMPACT Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document FL#: FL19715 Date: 2016.02.03 09:40:44 -05'00' SilverUne MPuldersen rl4e4rF. eeee4 ONE SLY%lRE IIA•YI wTN=Uw%'MM;0M N! ITFTI 4T410P7 m Nm w 7 ? - KW VI en F-I.I Z c W m O Zcc a I cIwo V) O ZO H V LIJ w a O q i 1F1 o$ 3 Z O DWG # SWf)002 5HEET: 1 OF 6 MAX FRAM HEIGHT 96 MAX. FRAME WIDTH 46' CI c%1A1rIf%f I SINGLE HUNG WINDOW MAX. FRAME I` WIDTH 96" F S C 4 MAX. FRAME HEIGHT 74" A 0 4 S ELEVATION TWIN SINGLE HUNG WINDOW QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL 2901-4901 RATINGS, SINGLE UNIT CONFIGURATIONS QUALIFIED CONFIGURATIONS AR04 TOP CONFIGURATIONS FOR ALL 2902-4902 -'- RATINGS, TWIN UNIT CONFIGURATIONS MAX FR, HEIGHT t FMAX FRAME WIDTH 48" — B E 4 5 pc0" 4 4 MAX FRAME HEIGHT 96" X' A 0 4 s ELEVATION SINGLE HUNG ORIEL WINDOW MAX. FRAME WIDTH 108' TRIPLE SINGLE HUNG WINDOW Silverline OYAMersm rql ow smvfftm" DRIVE I. mw Brumsw=w atlOt w. l>s+10.1$ ps 3 8avi s W z m > jz i W mod& W P W a F G R- 15: J h NZ DW6 #: SWD002 SHEET: 2 OF 6 2" MAX. r 11' MAX. FROM O.C. CORNERS L2' MAX.FROM ' { 41/2' MAX CORNERS r I r U.G. 11" MAX. r O.G. 4 1/2. ! O.0 1 7 L 2" MAX. FROM CORNERS T_ MOTOw.WMA'YS.TOP301V 2"MAX. T HALL FE AMP=V r" F'OL FROM J A1NE.o.t1.0,.'43TtL CORNERS ANCHOR LAYOUT NAIL FIX - SINGLE HUNG WINOOW 6' MAX. FROM 20' MAX. CORNERS r r^r O.C. 6' MAX. FRO CORNE 20" MAX. O.C. L 6' MAX FROM CORNERS ANCHOR LAYOUT THROUGH FRAME -SINGLE HUNG WINDOW 161) 4 1/2' MAX. O.C. ANCHOR LAYOUT NAIL FIN • TWIN SINGLE HUNG WINDOW fnI " I 6' FROM CORNERS I;MAXRom 6' MAX. CORNERS Ir I r— O.C. 6' M/ O.0 1" MAX. FROM CORNERS 6" MAX FROM K. CORNERS 1[n MEN r— 6- MAX. O.C. ANCHOR LAYOUT NAIL FIN • TRIPLE SINGLE HUNG WINDOW 12' MAX O.C. Elmo III ANCHOR STRAP FROM P/N 50-2995-2 CORNERSSEESHEET5FORDETAILS ANCHOR LAYOUT THROUGH FRAME • TWIN SINGLE HUNG WINDOW Sfl fn aW KONSO CK W0iHE.u Ls.auLw aum M CF5Z1.7S.jWD H w z Z> °gym H Z ~ etu N( m ~ Idm = J ( o t LacU /ca 40 L F' N W4Jc H G( m = F d 0 m In o p j; u c ~ Iv ZANCHORSTRAP P/N 50.2995-2 SEE SHEET 5 FOR DETAILS OW6 # ANCHOR LAYOUT THROUGH FRAME -TRIPLE SINGLE HUNG WINDOW SW0002 SHEET: 3 of 6 CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS ZX WOOD BUCK BY OTHERS 1 SEE 514EET6 FOR CONNECTION DETAILS Jt8 WOOD SCREW INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS PERIMETER SEALANT O.A. BY OTHERS UNIT HEI6HT EXTERIOR SEE GLAZING DETAIL, SHEET 6 1 1/2' MIN. EMBEDMENT r 3/6' MIN. 1 EDGE GIST. 1/4" MAX. SHIM SPACE INTERIOR SASH REINFORC Al SEE SHEET 6FORREQME SEE 6LAZ DETAIL SHE g VERTICAL SECTION 4 HEAD - 2X WOOD BUCK NAIL FIN SEEGLAZINS DETAIL. SHEET 6 EXTERIOR INTERIOR O.A. UNIT HEIGHT PERIMETER SEALANT 1 BY OTHERS 1/4' MAX SHIM SPACE EXTERIOR FINISH BY OTHERS fJ8 WOOD SCREW INSTALLATION ANCHOR 3/8' MIN. EDGE DIST. 2X WOOD BUCK BY OTHERS SEE SHEET 6 FO CONNECTION DETAILS p,'• a. CAULK BETWEEN CONCRETE/MASONRY CONCRETE/ MASONRY 6 2X 1 1/2' MIN. BY OTHERS WOOD BUCK BY OTHERS EMBEDMENT A VERTICAL SECTION 4 SILL - IX WOOD BUCK NAIL FIN INTERIOR 1/4' MAX. MIN. 3/8' EDGE DISTANCE SHIM SPACE 6 5 MIN. 3 THREADS G PENETRATION BEYOND 6 METAL STRUCTURE iV$ 6R. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD BY OTHERS. SEE SHEET I INSTALLATION NOTE 14 EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER SEALANT BY OTHERS O.A. UNIT WIDTH HORIZONTAL SECTION 4 JAMB - METAL STUD NAIL FIN Silveri ine aAndersen wl POf wf•OOOff ME anvECuPF QArK wnr Uvmwrmw wm PH' CMI 45,Im0 t) s Z d 591. a. % CC o j e W w m t x vN i s0z m W S uaa E py 0 to Z C Z H W w lY o u T mz VI m jVl o$ 3 _ Z D V DW6 Jt SW0002 OF 6 910 WOOD SCREW INSTALLATION ANCHORCONCRETE/MASONRY BY OTHERS CAULK BETWEEN ° CONCRETE/MASONRY ' BY OTHERS .............. PERIMETER SEALANT— _ BY OTHERS O.A. EXTERIOR UNIT HEIGHT EE EENG J DETAIL SHEET 6 3/ 4' MIN. EDGE DISTANCE ZX WOOD BVCK/STUD BY OTHERS SEE SHEET 6 FOR 1/4• MAX CONNECTION DETAILS SHIM SPACE SASH REINFORCING a SEE SHEET 6 FOR REQUIREMENTS SEE 6LA2ING 1/ 2' M ly DETAIL SHEET 6 EMBEDMENT INTERIOR 1/ 4" MAX. SHIM SPACE INTERIOR VERTICAL SECTION 5 IICAO - IX WOOD BUCX THROUGH FRAME SEE & LAZING DETAIL, SHEET 6 EXTERIOR INTERIOR ANCHOR STRAP, AT TWIN 8 TRIPLE CONFI6.ONLY. SEE A. A. / PLAN VIEW -ANCHOR STRAP UNIT IGH 1 \ 1 RIGHT FOR INSTALL. R DETAIL HEIGHT 1/ 4" MAX PERIMETER SEALANT r SHIm SPA BY OTHERS I EXTERIOR FINISH 1 1/4- MIN. 8Y OTHERS . e • EMBEDMENT PRECAST SILL ! — ,• ° BY OTHERS 3/ 1V ITW TAPCON ° ` a •• INSTALLATION ANCHOR ° 1 3/4" MIN. ° EDGE DISTANCE VERTICAL SECTION 5 SIU • CONCRETEIMASONRY THROUGHFRAME MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN. L/2" EDGE DISTANCE 10 6R. 5 5ELh-TAPPING SCREW INSTALLATION ANCHOR METAL TUBE/STUD OR APPROVED MULLICN BY OTHERS, SEE SHEET 1 INSTALLATION NOTE 14 PERIMETER SEALANT EXTERIOR BY OTHERS Q O. A. UNIT WIDTH F HORIZONTAL SECTION S JAMB - METAL TUBE/STUD ORAPPROVED MULUON THROUGH FRAME 5) #14 PANCAKE HEAD SCREWS FROM STRAP TO FRAME. HOLES PROVIDED 4.0000— 4.0000 TO ACCOMODATE #14 DIA. 2.0000- 2,0000 0.0620- 0.5000( 2) D0(2)- 3.0000(2)——6.0000 INSTALLATION ANCHORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50-2995-2) OPENING. SEE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHORING REQUIREMENTS A. FOR INSTALLATION TO CONCRETE/MASONRY. USE (4) 3/16' ITW TAPCONS PER STRAP, MIN. 1-1/4- EMBEDMENT, MIN. 1-3/4' EDGE DISTANCE. B. FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF-DR13,LING SCREWS. GR, 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN. 3/4' EDGE DISTANCE. C. FOR INSTALLATION TO WOOD, USE (4) 010 WOOD SCREWS PER STRAP. MIN. 1-1/ 2" EMBEDMENT, MIN. I- EDGE DISTANCE SilverLine t p?- MdCrSHTNIff.N{•..•• f aR snma+ c aF Nonw uuwwra w am M p7iJ • 7}A00 R g 0 7 v1 1- w gZ O' x c2 aY< W W uj J TO es q Scc O< {< WmG Z i W aO O Iwo V) Z O H wW tY G c'sZ* of z O VG #: SWD002 LEET- 5 OF 6 Silverline NOTE: b Mdem^ AlGLAZINGSAFETSAFET CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND A5TM E 1300 GLASS LOAD RESISTANCE, ow v• o e v a• o s a a INTERIOR NOM 12OLSWULW ..Q, w:Oft)•mi= 5/8' O.A. I.6.6LA55 Z^ RRj HgZoc a EXTERIOR INTERIOR 0 EXTERIOR INTERIOR W'd LLWZ7 MIN. GLASS h co < 4 SMALL' FRAME 'LAR6E' FRAME REINFORCING EXTERIOR REINFORCINS SEE BELOW FOR REINF. SEE BELOW FOR REINF. BITE 1/2' K= 3 tii , 8 F r = Z W co a a co w < w REQUIREMENTS REQUIREMENTS. 1/8' SETTIN6 BLOCK d VERTICAL SECTION HORIZONTAL SECTION 6 MEETINGSTILE 6' INIERMEOIATEFRAME MULUON GLAZING DETAIL 1 I- ALUMINUM SA514 REINFORCING I5 REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 48 X 72, (O/X), DESI6N PRESSURE •/- 35 PSF 36 X 84, (0/X), DESIGN PRESSURE •/- 35 PSF 38 X 74. (O/X), DESIGN PRESSURE •/- 50 PSF 38 X 77, (OM, DESIGN PRESSURE •/- 35 PSF 72 X 84, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF 76 X 72, (0/X-O/X), DESIGN PRESSURE •/- 50 PSF 108 X 62, (O/X-O/X-O/X), DESIGN PRESSURE 4-50 P5F 108 X 72, (0/X-O/X-0/X), DESIGN PRESSURE •/-50 PSF c- STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF Y - STEEL INTERMEDIATE FRAME'SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62. (O/X-O/X), DESIGN PRESSURE •/• 35 PSF NOTE: 1. LOCATIONOF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1' MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.0 SPACING SPECIFIED I5 NOT EXCEEDED. 2, BUCK MAY BE FLUSH WITH FACE OF THE BLOCK 1/ 4' ITW TAPCON ANCHOR 4• FROM CORNERS 16' MAX. O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS 1 1/4' MIN. EMBEDMENT 11/2• MIN. EDGE I DISTANCE 2' M-TN EDGE I . DISTANCE Y^ CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION bETAIL V) Z O Z w o O is bald i 1 tiZ tn r > T Iyj ao uZ c u DWG #: 5W0002 SHEET: 6 of 6 It. UBEMANUFATSASSOCIATION Hallmark® Certificate of AMS> INC. Adminisuwuvc % Unngcmmt MWDMAConformanceandLicense (CCL) systcme,Inc. Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amsceil.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 E7251.01-10947 5/21/2015 5/26/2025 2286mm x 1219mm (90 x 48)' Type- HS; DP +30/-30 psi; Water Test Press 220Pa 4. 59psf) 440- H-025.36 2900/4900/ 70 Series 101/I.S.2/A440-08 Class R-PG35; Size tested 914mm 2127mm B9241.01-109.47 7/17/2012 3/8/2017 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 1219x1676 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 914x 1930 mm (3606 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) = 1200Pa (25psi); 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 (7.52psf) WD- 20 10114109 Friday, May 13, 2016 Page 7 WINMV & DOOR MANUFACTURERS ASSOCIATION Hallmark® Certificate of y AMS, INC. 1MWDMA Conformance and License (CCL) AdmmunsSysc, rutmsNI na}iernrnt 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- 2344228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H- 025.44 2901/4901 101/I.S.2/A440-08 Class LC-PG50; Size tested 1118mm 1575mm C7074.01 7/1/2013 511/2017 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 1016x1829mmm (40x72in) - Type H; DP = 2400Pa (50psf); DP =-2400Pa (- 50psf); 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 NCTLA10-16178-1 7/1/2013 511/2017 1016xl829mmm (40x72in) - Type H; DP = 2400Pa (50psf); DP =-2400Pa (- 50psf) 440-H- 025.47 29001mpact ASTM E-1996 121ASTM 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.21A440-08 Class R-PG35; Size tested 1219mm 1829mm C9979.01-109.47 9/24/2013 7/22/2017 1219xl829mm (48x72in)- H; DP+30/- 30; Water Pen. Rsist. Test Pressure = 360Pa 7.52psf) 440-H- 025.50 2901/4901 101/I.S.2/A440-08 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 pst•, Water Test Press 360Pa 7.52psQ 440-H- 025.52 2901/4901 Impact TAS 2011202/203-94 DP & Cycle Pressure +50/-50 52in 73in NCTL-110-16675-1 3 5/2014 2/20/2018 psf 440- H- 025.53 2901/4901 Impact TAS 201/2021203-94 DP & Cycle Pressure +501-50 38in 62in NCTL-110-16675.1 3/5/2014 2/20/2018 psf 440- H- 025.55 2901/4901 Impact 101/I.S.2/A440-11 Class R-PG50; Size Tested 1321mm 1854mm NCTL-110-16675.3 315/2014 12/12/2017 1321 x 1854mm (-52 x 73 in.) Type-H WD-20 10114109 Friday, May 13, 2016 Page 8 WMANUFA TURRERSASMIC1AT10N Hallmark® Certificate of AMs, INC. NOWDMA Conformance and License (CCL) Aaministrat;,YMm,abemrnt systom' tee. Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amsceft.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-025.57 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 12/ASTM 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 12/ASTM DP +50/-50 psi, Missile D. 965mm 1575mm NCTL-110-16675-2 31SQ014 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 D9957.01-10947 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 2900.4900 Series/290149D1 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 D9359.01-10947 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 101II.S.2/A440-11 Class LC-PG35; Size Tested 1219mm 1829mm D9964.01-109-47 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 1/29/2016 4/2024 965mm x 1956mm (38 x 77)' Type-H; DP +35/-35 psi; Water Test Press 260Pa (5.43psQ 440-H-025.66 29004900 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 101/1.S.2/A440-11 Class R-PG50: Size Tested 965mm 1676mm E5611.01.109-47 3/16/2015 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 & DOOR MMUFAMRERSAS=AT*N 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. Adm"'su""e"miWm"" Systans, Inc. Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-025.69 29004900 Series/29014901 Single Hung 101/I.S.2/A440-11 Class LC-PG50; Size Tested 965mm 1676mm E5611.01-10947-rl 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 29004900/29014901 Single Hung 101/I.S.2/A440-11 Class LC-PG50; Size Tested 1118mm 1575mm E9219.01-10947 1/15/2016 2/8/2026 1118mm x 1575mm (44 x 62)' Type-H; DP +50/-50 psi; 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.21A440-08 Class R-PG15; Size tested 2286mm 1880mm C4709.01-10947 1/31/2013 12/1312016 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 1994x1524mm' (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 psi; 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 3/5/2014 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 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 INANUFACTURERSASWCIAMON Hallmark® Certificate of NOWDMA Conformance and License (CCL) o, - Silver Line Building Products Mfr 1D: 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. AdmmisSystemus,, Innstmegcmrnt lne. Product No. Product Name Standard Rating tide High Test Report # CertDate ExpDate 440-H- 027.27 2900-4900/29024902 Twin Single Hung 101/I.S.21A440-11 Class R-PG15; Size Tested 2426mm 1880mm E7252.01-109.47 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 29004900129024902 Twin Single Hung 101II.S.2JA440-11 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 2900-4900 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 77)' Type-H; DP +25/-25 psf; Water Test Press 180Pa (3.76psQ 440-H- 027.30 29004900 Series/29024902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG15; Size Tested 2184mm 2134mm E9218.01.109-47 12/29/2015 3127/2026 2184mm x 2134mm (86 x 84) Type-H; DP +15/-15 psf; Water Test Press 360Pa (7.52psQ 440•H- 027.31 29004900/29024902 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 psf; Water Test Press 360Pa (7.52psQ 440-H- 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 +30/-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 440-1- 1-028A5 2900/4900/ 70 Series 101/I.S.2/A440-08 Class R-PG15; Size tested 2718mm 2134mm C4710.01-109-47 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 1575mm' ( 107x62 in'-H 440-H- 028.18 2903/4903 Series 101/I.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 M WINDOWfM SASKICIAMON Hallmark® Certificate of *<> AMs, INC. 11WDMA Administrstivc 4lnnageraent Conformance and License (CCL) syuans.tnc. Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amsceri.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-028.19 2900-4900 Series/2903.4903 101/I.S.21A440-11 Class R-PG50; Size Tested 2737mm 1829mm C0329.01-10947 11r7/2014 2/21/2018 2737mm x 1829mm (108 x 72) Type-H; DP +50/-50 psf; 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 4/14/2025 2743mm x 2134mm (108 x 84) Type-H; DP +20/-20 psf; Water Test Press 150Pa (3.13psQ 440-H-028.21 290014900/70-290314903 Triple Single Hung 101/I.S.2/A440.11 Class R-PG25; Size Tested 2737mm 2134mm E7250.01-109-47 8/21/2015 10/14/2025 2737mm x 2134mm (108 x 84) Type-H; DP +25/-25 psf; Water Test Press 180Pa (3.76psQ 440-H-028.22 29004900/2903-4903 Triple Single Hung 101/I.S.2/A440-11 Class R-PG30; Size Tested 2737mm 1575mm E9222.01-10947 2/4/2016 2/16/2026 2737mm x 1575mm (108 x 62) Type-H; DP +30/-30 psi, Water Test Press 220Pa (4.59psQ 440-H-029.06 2907/4907 101/I.S.2/A440-08 Class R-PG20; Size tested 1219mm 2134mm C1542.01-109-47 12/28/2012 9/5/2016 1219x2134 mm (48x84 in}H 440-H-029.07 4900/2900/70 101/I.S.2/A440-08 Class R-PG35; Size tested 1118mm 1524mm C7073.01-109-47 10/31/2013 5/1/2017 1118x1524mm' (44x60*in)-H; DP+35/-35; Water Pen. Resist Test Pressure = 260Pa 5.43psQ 440-H-029.08 2900-4900/29074907 Single Hung 101/I.S.2/A440.11 Class R-PG35; Size Tested 1016mm 1727mm E5613.01-109-47 3/3/2015 3/8/2025 1016mm x 1727mm (40 x 68) Type-H; DP +35/-35 psf; Water Test Press 260Pa (5.43psQ 440-H-030A5 2900/4900 Series 101/l.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/-20psf; Water Pen Resist. Test Press = 150Pa 3.13psQ 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 D5514.01-10947 3/26/2014 3/23/2018 2718 x 1575mm (-107 x 62 in.) Type-H WD-20 10114109 Friday, May 13, 2016 Page 12 WINDOW & DOOR MANUFACTURERSASSOCIATION Hallmark® Certificate of NOWDMA 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 Product No. Product Name 440- H-089.00 5500/5510 Side Lite (Specimen 2) 440- H-089.01 5500/5540 Transom (Specimen 1) Standard Rating 101/ I.S.2/A440-11 Class R-PG35; Size Tested 1245mm x 2432mm (49 x 96) Type- SLT; DP +35/-35 psf; Water Test Press 260Pa 5. 43pso 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 I- u. John Aft Fee, VP c AMS, INC. Admin6usti-. Y Mwogcmcnf Systems, Inc. CertDate ExpDate 11 / 23/2015 4/27/2025 11 / 23/2015 4/27/2025 WVDAM Hallmark By: At,14 Rhonda Schor_, Authorized Represenuative, 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@amscert.com WD- 20 10114109 Friday, May 13, 2016 Page 26 A\\ 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 954.744.4738 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 5th 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. Norero, P.E. Florida Professional Engineer # 73778 Date: l 2/ l S/2015 Contents: 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' O11111111///,/ F. O 7 o T T cc I 1111\ Hermes F. orero, P.E. Florida No. 73778 A\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Silver Line Building Products Product Category: Windows Product Sub -Category: Single Hung Compliance Method: State Product Approval Method (1)(a) Product Name: 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 q 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 51' Edition Florida Building Code. See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 51" 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 BUILDING DROPS FL#: FL19715 A Perfect Solution in Every Drop Date: 12/15/2015 Certificate of Authorization: 29578 Report No: 3947 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 f#: CER1508). Performance Standards: The product described herein has been tested per: Referenced Data: AAMA/WDMA/CSA 101/I.S.2/A440-08/11 1. Product Testing performed by Architectural Testing FBC Organization #t TST1558) Report: Dated: B6430.01-109-47 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 D9358.01-109-47 9/17/2014 D9957.01-109-47 9/16/2014 D9964.01-109-47 1/05/2015 E5610.01-109-47 3/05/2015 E5611.01-109-47 3/03/2015 E5612.01-109-47 5/07/2015 E7244.01-109-47 6/16/2015 E7250.01-109-47 6/16/2015 E9219.01-109-47 10/21/2015 E9220.01-109-47 10/21/2015 2. Certification Agency Window and Door Manufacturers Association FBC Organization ##: 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 A\\ 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. fc = 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 (SW0002) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SW0002) for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 4/28/2017 Florida Building Code Online ar'lr T:'•t.L.1J G:,.'t:n.; - '.. • '... -.• /Ydl/j' :?.yl` SCIS Home I Lao In I user Registration" I Mot Topics I Submit Surcharge I Slats a Facts I Publications I FeC Staff I SCIS Site Map I unw I Search Florida r OWNProduct Approval USER: Public User Product Approval Menu > Product or Application Search > Aoolication Utt > Appgcation Detail tw7+l.U":GL'• FL # FL13192-R4 l':u3s iifuKi Application Type Revision Code Version 2014 Application Status Approved Comments Archlved J Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng.zhu@jameshardle.com I Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardle.com is • Technical Representative Pingsheng Zhu r. Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardle.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardle.com Category Panel Walls Subcategory Slding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received l Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida License PE-24121 I • • , Quality Assurance Entity Intertek Testing Services NA, Inc. F•' •. •, :. Quality Assurance Contract Expiration Date 01/01/2018 I Validated By John Southard, P.E. f Validation Checklist - Hardcopy Received Certificate of Independence FL13192 R4 COI RIO - Certificate of Indeoendenca.PDF Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13192 R4 Eouly ASTM C1186 Eauivalencv Sloned.odf h"J/www.floridabuiiding,org/pr/pr app dtl.aspx?param=wGEVXQwtDgtsk%2bGnUu47ogxmaHRnHIID4CXwhKRgKDf7RrxWwZsbgAa/o3d%3d 1/3 4/28/2017 Florida Building Code Online i J ' F Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 08/17/2015 08/26/2015 09/07/2015 10/16/2015 WrnmaryofProducts _ -- ---- —_--- ._..:"!' .... :..._._ FL # Model, mum or Name DeserlpNon . . 13192.1 Cemplank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL13192 R4 II ER RIO-2553-15 Plank metal wood.odf Approved for use outside HVHZ: Yes FL13192 R4 L ER RIO-2557-15 Plank Shingle CMU.odf Impact Resistant: N/A FL13192 R4 II ER RIO-2577-1S Plank to WSP Sheathlna odf Design Pressure: N/A FL13192 R4 II Install CemPlank Sldino.odf Other: For use in HVHZ Install in accordance with NOA IS- FL13192 R4 It NOA 15-0122.04.odf 0122.04. Verified By: Ronald I. Ogawa 24121 Created by Independent Third Parry: No Evaluation Reports FL13192 R4 AE ER RIO-2553-IS Plank metal wood.odf FL13192 R4 AE ER RIO-2557-15 Plank Shinale CMU.odf FL13192 R4 AE ER RIO-2577-15 Plank to WSP Sheathino.odf FL13192 R4 AE NOA 15-0122.04.odf Created by Independent Third Party: Yes 13192.2 I HardlePlank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 R4 If ER RIO-2553-15 Plank metal wood.odf Approved for use outside HVHZ: Yes FL13192-R4 II ER RIO-2557-15 Plank Shingle CMU.odf Impact Resistant: N/A 'FL13192 R4 It ER RIO-2577-IS Plank to WSP Sheathlno.odf Design Pressure:•N/A FL13192 R4 H Install HardlePlank'Sldina.odf . Other::For use In HVHZ Install in accordance with NOA 15- FL13192 R4 11 NOA 15-0122.04.6df 0122.04. Verified By:' Intertek'Testing Services NA Ltd. Created by Independent -Third Party: No Evaluation Reports ' FL13192 R4 AE ER RIO-2553-IS Plank metal wood.odf FL13192 R4 AE ER RIO-2557-IS Plank Shinale CMU.odf FL13192 R4 AE ER RIO-2577-1S Plank to WSP Sheathlna.6df FL-13192 R4 AE NOA•iS-01-22:04.odf Created by Independent Third Party: Yes 13192.3 HardleShingle Individual Shingles fiber -cement Individual cladding shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL13192 R4 II ER RIO-25SS-15 Shingle metal wood.odf FL13192 R4 R Install Hardie5h4ngle Sidlno.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Intertek Testing Services NA Ltd. Design Pressure: N/A Created by Independent Third Party: No Other: Evaluation Reports FL13192 R4 AE ER RIO-25SS-15 Shingle metal wood.odf Created by Independent Third Party: Yes 13192.4 Hardie5hingle Panel fiber -cement notched shingle panels (straight'edge, staggered edge, half round edge) Limits of Use Installation Instructions Approved for use in HVHZ: No FL13192 R4 It ER RIO-25SS-15 Shingle metal wood.odf FL13192 R4 11 ER RIO-2SS7-IS Plank Shlnole CMU.odf FL13192 R4 II Install HardleShlnole Sidino.odf Approved for use outside HVHZ:.Yes " .. Impact Resistant: N/A Design Pressure: N%A. Verified By:. Intertek Testing Services NA Ltd. Other: Created by Independent Thlyd.Party: No Evaluation Reports FL13192 R4 AE ER RIO-25SS-15 Shingle metal wood.odf FL13192.114 AE ER 1110-25S7=15 Plank Shinale CMU.odf Created by. Independent Third Party: Yes i 13192.5 Prevail Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 R4 II ER RIO-2553-15 Plank metal wood.odf htlps•J/www.floridabullding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtsk%2bGnUu47ogxmaHRnHIID4CXwhKRgKDfIRrxWwZsbgA%3d%3d 2/3 4/28/2017 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use In HVH2 Install In accordance with NOA IS- 0122.04. FL13192 R4 II ER RIO-2557-IS Plank Shingle CMU.Rdf FL13192 R4 II ER RIO-2S77-15 Plank to WSP Sheathina.odf FL13192 R4 II Install Prevail Lao Sidina.odf FL13192 R4 11 NOA 15-0122.04.odf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RI0-2553-15 Plank metal wood.odf FL13192 R4 AE ER RIO-2557-15 Plank Shlnale CMU.odf FL13192 R4 AE ER RIO-2577-15 Plank to WSP Sheathina.odf FL13192 R4 AE NOA 15-0122.04.odf Created by Independent Third Party: Yes C:jti NUM_ Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please oontact 8S0.487.139S. *Pursuant to Section 4SS.27S(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee, however email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 4SS, F.S., please dick b=. Product Approval Accepts- RM M Credit Card Safe httpsJ/www.floridabdldng.orgtpr/pr app Od.aspx?param=wGEVXCWtDgtsk%2bGnUu47ogxmaHRnHIID4CXwhKRgKOf/RrxWwZsbgA%3d%3d 3/3 Florida Product Approval HardiePlank° Lap Siding For use inside HVHZ: o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 15- 0122.04. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2553-15 or RIO-2557-15. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. 41 HardiePlank- A >o" Lap Siding JamesHardie EFFECTIVE SEPTEMBER 2013 INSTALLATION REQUIREMENTS - PRIMED & COLORPLUS`b PRODUCTS Visit maja Jt,ar fun for the most recent vorslon. SELECTCEDARMIL0 • SMOOTH • CUSTOM COLONIAL'" SMOOTH • CUSTOM COLONIAL" ROUGHSAWN CUSTOM BEADED CEDARMILL° • CUSTOM BEADED SMOOTH • STRAIGHT -EDGE SHINGLE PLANK IMPORTANT FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, ANO VOIDTHE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THATYOU ARE USING THE CORRECT HARDIEZONE- PRODUCT INSTRUCTIONS. INSTALLATION OF HZ10e PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE` APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: © CUTTING INSTRUCTIONS Store Rat and keep dry and covered prior 0UrD00RS INDOORS to Installation Installing siding wet or 1. Position cubing station so that wind will blowdst amy from user 1. Cut only using scare and snap, or sheers (manual, electric or pneumatic). saturated may result in shrinkage at bull and °ors In woftU area. 2. Position cutting station In well -verrJated area Ants. C pranks an edge. Protect 2 Use aie a1 following methods: y ge a BestI. Scam and snap edges and comers tram breakage. James I. Shears (manual, eecdc a pnerrntald • NEVER use a power saw Indoors - Hardie Is not responsible for damage b. Better. 1. Dug and d g dreutar saw e4piped with a - NEVER arse a circular saw NO that does not cony to KT*B ode saw tlade trademark caused by improper storage and handling G i B W s ia O - NEVER dry sweep— Use vwt suppresslon a HEPA Vacuum Of the product lade my am to low b moderate adling) r Important Note: far maxinan protection $owe t respirable did prohrtior Jamem Hanile recomnends *iays tzhg'8mr-bevel adult mAhods when: feasible. NIOSH oted resp iris; can be used in eor iun:ft with atoms oblong practices to further reduce dust a postures. Addlonal ensue hiomation Is avdable g9 al wvver rni andb cam to helpyetr dnermre the most appnlpda a sitting medtod for yaUJob regtLmmems. yconcem ill excb#s atrad 07 nilre islets or you tie rot campy with the above practices, you silald ahwp oortstlt a quailed tndushlal hoenist or contact James Hardie for Qrr w information. GENERAL REQUIREMENTS: HardiePlank• lap siding can be Installed over braced wood or steel studs spaced a maximum of 24" o.c. or directly to minimum 7/16" thick OSB sheathing. See general fastening tequiremellts. Irregularities in framing and sfieatNng can mirror through the finished application. Information on Installing James Hardie products over foam can be located In JH Tech Bulletin 19 at www lamehardle.00m A water -resistive barrier is required In accordance with local building code requirements. The water-resistive barrio must be appropriately Installed with penetration and )unction flashing In accordance with local building code requirements. James Hardle will assume no responsibility for water infiltration. James Hardie does manufacture HardleWrap• Weather Barrier, a non -woven non -perforated housewrap', which complies with budding code requirements. When Installing James Hardee products all clearance details in figs. 3-14 must be followed. Adjacent finished grade must slope away from the budding In accordance with local building codes - typically a minimum of 6" in the first 10'. Figure 1 Double wall Single Wall Do not use HardlePlank lap siding In fascia or trim applications. Construction "lion fie riot Install James Hardie products, such that they may remain In contact with sdanding water. watar-resislive carrier let -in bracing HardiePlank lap siding may be Installed on flat vertical wall applications only. ply pod or 24' o.c.man. For larger projects, including commercial and multi -family projects, where the span of the Wesholldne wall is significant In length, the designer and/or architect should take Into consideration the coefficient of thermal expansion and moisture movement of the product In their design. These values can be found in the Technical Bulletin "Expansion Characteristics of II JamesHardie* Sdding Products" at www.JamesHarde.com. I DONOTusestain, oil/alkyd base paint, or powder coating on James Handle® Products. INSTALLATION: JOINTTREATMENT One or more of ,the following Joint treatment options are required by code (as referenced 20091RC R703. 3.2) A. Joint Flashing (James Hardie recommended) B. Caulking' (Caulking Is not recommended ruv ;e for ColorPlus for aesthetic reasons as the Caulldng and ColorPlus will weather m y differently. For the same reason, (ISnlg do not caulk nail heads on ColorPlus products.) Hera C. " H" jointer cover Figure 2 Nai line a nell line Is net present place fastener . between 3/4" R 1-tom top \ Nall 8 f ofpankI •o edge lark o • water-ioSlsOw bona ry o e ,o fastener d , ° i Insml a 1 l/4" starter sip to heal planksIn p C. anaatra a ca18MCnt plank angle moderate contact at b" pints leave approprlaIn gap beoween planks and trim, then ceuk— Note: Feld painting over caulldrg may produce a sheen difference when compared to the field painted PdnlePlw. 'Refer to Cauldng section in these Instructions. t For additional information on HardieWrae Weather Barrier. consult James Harde at 1.866.411ande or www.hardle-wrap.com James Hardie° products eontah respirable crytdallne silica, which IC latown to the state of California to cause cancer and Is coftXemd try IARC and MOSH to be a cause of cancer rein some ool:upatbml sources. Breathing excessive amounts of respirable s@co dust out also cause a disabling and potentlayr fatal lung disease called alleaals. and has been linked w IA other diseases. Same sWcRes suggest smokug may Increaso these rests, Oudnp trolallatinn orrtandina (11 work h addoa areas with angle vmllatiar (2) use fiber cement shoars Icrcutlhg or, whom wt lmsbb, use a FferdleBlttde• saw hgtb and dust-r°duG cYcubr sawn atucned to a HEPA vacum; Cil warn others In Ute immedlalearott (4) wear e p opayfitted. NOv+I•aglprvwd dust mask a raprata (e g. N9ar) h acearbnce wIN appgable gavemtnenl rani dons and tnanu(xturor Inswcliom to lurches Iene roplabb aika a rpoartes OuMg Dean up. use HEPA aaums a wet cbanup moNods •rove dry s<vaep. for rurmer inlammlon relor o our i iUW' 0lslruetbro and Material Sat°1ryy Dora greet evaiabte at_ lwww.pprrrr es e.can a by sling I •e(p 9FIAF1aE (1.800 942.7343). FAll1RE TO ADHERE TO OUR WARNNGS. MSOS, ANO NSfALIAIION IFbTR1CT10NS MAY LEAD TO sEPoOIJ!i PM Nw. IWJUfty OR OEATH. sows+ HS1111g- P1/4 6113 CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Figure 6 Roof to Wall Horizontal Flashing Kickout Flashing Slabs, Path, Steps to Siding Z-Flashing : °r ;. _?; . .,I As n3 wiredtryIRcode min 4 x4" N. -. r,; ;:'^,' • , Do not caulk Figure 7 Figure 8 Figure 9 Figure 10 Figure 11 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas Mortar/Masonry Figure 12 Figure 13 Figure 14 Drip Edge Block Penetration Valle /Shin le Extension tofitlluhirigi s aLii 1%1"outrl'' irap'f vih e.i2sefi;. utte 5 tm FASTENER REQUIREMENTS •* Blind Nailing Is the preferred method of installation for HardlePlanke lap siding products. face naiing should only be used where required by code for high wind areas and must not be used In conjunction with Blind naling (Please see JH Tech bulletin 17 for exemption when doing a repalr). Pin -backed corners may be done for aesthetic purposes Only. Pin -backs shall be done with finish nails only, and are not a substitute for blind or face nailing. BLIND NAILING Nails - Wood Framing Siding nail (0.09" shank x 0.221 " HO x 2" long) 11 ga. rooting nail (0.121" shank x 0.371 " HD x 1.25' long) Screws - Steel Framing Ribbed Wafer -head or equivalent (No. 8 x 1 1/4" long 9 0.375" HD) Screws must penetrate 3 threads Into metal framing. Neils - Steel Framing Er & F Panelfast' nails or equivalent (0.10" shank x 0.313" HO x 1.1/2" long) Nails must penetrate minimum 1/4' into metal framing. OSB minimum 7116" 11 ga. roofing nail (0.121' shank x 0.371 " HD x 1.75" long) Ribbed Wafer -head or equivalent (No. 8 x 1 5/8" long x 0.375" HD). 1 1r4' min. Oveaay Sti° O.C. NO WeAar lI ' el NMdl Walor Roshdva earrlar FACE NAILING Nails - Wood Framing 6d (0.113" shank x 0.267' HD x 2" long) Skiing nail (0.09" shank x 0.221" HD x 2" long) Screws - Steel Framing Ribbed Bugle -head or equivalent M. 8-18 x 1-518" long x 0.323" HD) Screws must penetrate 3 threads Into metal framing. Nails - Steel Framing ET & F pin or equivalent (0.10" shank x 0.25" HD x 1.1/2" long) Nails must penetrate minimum 1/4" Into metal framing. OSB minimum 7/16" Siding nail (0.09" shankx 0.221" HD x 1-1/2" long)' Figure 15 r Figure 16 Minimum overlap for Both Face and Blind Nailing min. 1 114' overlap T_- 24' — O.C. max. 314--1' — 0J" note t 1 114" mn. ovedap water-reeletve bender Laminate sheet to be removed Immediately after installation of each course for ColorPlus"' products. When face nailing to OSB, planks must be no greater than 91 /4" wide and fasteners must be 12" o.c. or less. Also see General Fastening Requirements: and when considering allemadve fastening options refer to James Hardle's Technical Bulletin USTB 17 - Fastening Tips for HardeWanle Lap Siding. HS11119-P214 6/13 GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when Installing James HardieO products near the ocean, large bodies of water, or In very humid climates. Manufacturers of ACO and CA preservative -treated wood recommend spacer materials or other physical barriers to prevent direct contact of'ACO or C4 preservatve-treated wood and aluminum products. Fasteners used to attach HardieTdm Tabs to preservative -treated wood shall be of hot dipped zinc-ooaled galvanized steel or stainless steel and In accordance to 2009 IRC R317.3 or 2009 IBC 2304.9.5. Consult applicable product evaluation or listing for correct fasteners type and placement to achieve specilled design wind loads. NOTE Published wind loads may not be applicable to all areas where Local Building Codes have specific Jurisdiction. Consult James Hardie Technical Services If you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against slding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, fill nail (role and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (For -steel framing, remove and replace nail). NOTE: Whenever a structural member is present, HardlePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB or plywood should only be used when traditional framing Is not available. Do not use aluminum fasteners, staples, or clipped head naffs. y >v ME PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener Is driven snug with the surface of the siding. A flush mount attachment an the pneumatic tool Is recommended. This will help control the depth the nall Is driven. If setting the Trail depth proves dif lcuh, choose a setting that under drives the roll. (Drive under driven nails snug with a smooflh faced hammer -floes not apply for installation to steel framing). countersunk, t1a 0till &add nail snug flush DO NOT DO NOT Figure A Figure 8 under drive nails staple PAINTING DO NOT use stain, olValkyd base paint, or powder coating on James Hardie14 Products. James Hardie products must be palmed within 180 days for primed product and 90 days for unprimed.100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to palm manufacturers specifications. Back -rolling Is recommended if the siding is sprayed. CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products. CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied In accordance with the cauking/sealant manufacturer's written Instructions. Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. COLORPLUSm TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should he taken when handling and cutting James Hardie® ColorPlus® products. During installation use a wel soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. Touch up nick, scrapes and nail heads using the ColorPlus• Technologylouc h-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardlePlank° lap siding with ColorPlus Technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges Into trim where possible, and caulk Color matched caulks are available from your ColorPlue product dealer. Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up will not be covered under the James Hardie ColarPlus Limited Finish Warranty. PAINTING JAMES HARDIE* SIDING AND TRIM PRODUCTS WITH COLORPLUS11 TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface Is dean, dry, and free of any dust, din, or mildew Reprimirg Is normally not necessary 100% acrylic topcoats are recommended 00 NOT use stain, oil/alkyd base paint, or powder coating on James Hardie° Products. Apply finish coat In accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature 00 NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section HS11119-PY4 6/13 AMA9: COVERAGE CHART/ESTIMATING GUIDE Number of 12' planks, does not include waste COVERAGE AREA LESS OPENINGS I HARDIEPLANV LAP SIDING WIDTH SQ 5114 6114 1114 7 M 8 81/4 9114 9112 12 SO =100 sgll.) (exposure) 4 5 6 6114 6 314 7 8 8114 10 314 1 25 20 W 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 98 89 86 75 75 58 7 175 140 117 112 104 100 88 a8 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 13D 15 375 300 250 240 222 214 188 188 140 18 400 320 267 256 237 229 200 200 149 17_ 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 188 This coverage chart Is meant as a guide. Actual usage Is subject to variables such as building design. James Hardie does not assume tesponsibilty for over or under ordering of product. IRECOGNITION: In aacardence will ICC•ES Ealualon Repod ESR•22M HardlePlan0lap siding Is recagrdzed as a sullahle attemab to that spelled in (he 2006,200%M 121nk:mational Resldentlal Cade for One - and Twofamly Dwe9rgs, and the 2006, 2009, 8 2012 International Building Code,. HardePlank hP ddkg Is also recognised for aMlledon In 0e foloWq: City of Los Mgales Research Report No. 2488Z Stab of Fbdda hfing FLt1889, Dade Count', Florida NOA No. 02-0729.02. U.S. Dept. d HUD Materials Release 12630, Texas DepoAnerl of Insurance Product EvatustIon EC-23. City of New Yak MEA 223.93M, and Calaarda OSA PA-011 These doamenls should also be consulted for amifonal Information eonreewg Ste subtfidy d (Idsproduct for sped0c applIcalimrs. 02013 James Halle eugdlg Products. All rights reser4ed. Additional Installation Information, 0.1 T14, es and 0denote trademarks a registered trademarks of famesrianLeTedualoyyUmBed. Misereplsteredtrademark Warranties, and Wamingsare availableat JamesHardie ofJamesHardieTedmologyLlmlled. www.jameshardie.com Panelfest is a registered trademark of ETBF Fasbnlg Systems, Im HS1114P414 6113 MIAMI-DADS MIAMT-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 HOARD AND CODE ADII•ILNISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w%vw.minmidade.eov/eeonomv James Hardie Building Product, Inc. 10901 Elnt• Avenue' Fontana, CA 92337 SCOPE: This NOA is *being issued under the applicable roles and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHI). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AH1 may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including (lie High Velocity Hurricane Zone. DESCRIPTION: "Hardie", "Cem" And "Prevail" Plan1cs and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HatdieSofftt, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I.Ogawa, P.E., bearing the Miami -Dade County Product Control revision. stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Largo'and Small Missile Impact Resistant LABELING: A: permanent label with the mantifactuter's name or logo, Plant City, Florida, and the following statements: "ASTM C 1186 Type A compliant" and "Miami -Dade County Product Control Approved" is to be located on each siding plank or panel and per FBC 1.710.9.2 and 1710.9.3 on soffit' panels. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirely. INSPECTION: A copy of this entire NOA shall be provided -to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 013-0311.07 and consists of this page I and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 15-0122.04 Expiration Date: May 1, 201-7 Approval Date: April 9, 2615 0313o1 S PH& I -- James Hardie Buildine Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 13-0311.07" L. Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction', sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald 1. Ogawa, P.E. B. TESTS "Submitted under NOA # 13-0311.07" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of HardiePlank, HardieSoffit and HardiePanel, prepared by Intel tek Testing Services NA LTD, Test Report No. 100733361COQ-004, dated 08/24/2012, with revision 1 dated 04/25/2013, signed and sealed by Rick Curkeet, P.E. Submitted under NOA # 02-0729.02" Laboratory Report Test Date Signature 2. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves P.E. 3.. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves P.E. 4. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 5"' edition (2014). FBC issued by Ronald 1. Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I. Ogawa, P.E. 03/3 1y015 Cnrlos M.. Utrera, P.E. Product Control Exaininer NOA No. 15-0122.04 Expli'•ation Date: May 1, 2017 Approval Date: April 9, 2015 E-1 M WALL. LENGTH - AEMLA 3/r Minimum Edge Distance Sheathing fastener, as described in Note 1 Panel fastener, as described in Note 2 HardePand, Cempanel, Prevail Panel Siding Water4esistive barrier per Florida Building Code Section 14042 SM" thick / 5 ply APA rated plywood sheathing fastened in accordance with Florida Building Code Sektion >3223 Z' X 4" S-P-F Wood Studs The wall and soffit tames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. SEE DE L A S-1hi&I5 PbAPA rated plywood sheat ing in acoomanoe with Florida Buildrg Code Section 23= W21Pr-resistive barrier per Florida 8talding Code Sedon14042 XX4'S-Pf Wood Studs HardiePanel, SF710 S-8 Cempanel, Pre%eil Panel Siding PRQQuKTDEScra.P 17 4 HardePaneM, CerepaneM- & Prevail® Panel Siding ma Ddais are nonasbestos fiber -cement pmduds bested in accordance with ASTM C1186 Grade 11. Type A and meeting the requirements of the Florida Building Code. EAIJEL D_IMEN_S_tONS width Length Thickness 4 8,9,10' 5116' D_li$ PY PRES-S_11f1L12A'T1WE lrutaJlation Design Pressure Wood Studs -76 psf Impact Resistant - Planks instaned over W thick 15 Ply APA rated plywood sheathing LWMIEP&M CEMPAMEl- PRJMAI NELSIDING 11 ST LLA IOIA DETAIL All installation shall be done in conformance withthis Notice of Acceptance, the manufacturers installation recommendations, and the applicable sections of the Florida Building Code. Wood studs where HardiePanel, Cempanel, Prevail Panel Siding will be installed shall bedesignedbyanEngineerorArchitectpertheFloridaBuildingCodeandtherequirements of this N.O.A. Note 1] 51W thick / 5 ply APA rated plywood sheathing shall be aftached to the studs in accordance with Florida Budding Code Section 23223. sheathing supported The siding panels shall be installed over 518' thicker 5mumpA O.C. by a minimum of ZX4" S-P-F wood studs spacedNote2] The siding panel fastener shall be a 2' long, D.22r head diameter, 0.092" shankdiameter, corrosion MSistant siding nail; the fasteners shall be spaced at 6" O.C. at panel edgesandintermediates0WS; the fasteners shag be driven ttmoug h the Sw thick / 5 ply APA rated plywood sheathing into wood studs located at IV O•CFastenersshallhaveaminimumedgedistanceof3r'B" and a minimum clearance of 2" from comers. HARDIEPANEL, CEMPANEI„ PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION fames Hardie Butidng Products, U= 10901 Elm Avenue Fontana. CA 9=7 PNL-PLK-SOFFAI , Creator. E Gonzales SCJu E 1/Y =1.W I Date 4/242013 ISHEET 1 OF 12 I Cladding Fastener Spacing per Florida BuDding Code Section 2322.3 16 OOin. y I • Framing I I • I 10 Sheathing flt`tsEV1 rD Fastener Spacing per Florida o.migiBuilding Code Section 2322.3 801166 A2 •I I• I t!w I oaaaCmrtiofl I I I r`rr,r .-- — MODVC BBVLSifeU • ( `,,, s imgwilatseiEltsida I 1 rb13t 11. d7 ; N sTA o Sft3 i IaoaeanaaI •I O,F FCO R MING NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE WITH•3-1]2" 16d COMMON NAILS (2 PER TOP AND NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) BOTTOM CONNECTION) THE WA. LAND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEAT i[ IVG NOMINAL 518" THICK/5 PLY APA RATED PLYWOOD p HARDIEPANEL, CEMPANEL, PREVAIL PANEL SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA INSTALLATION DETAILS WOOD STUD CONSTRUCTION BUILDNG CODE SECTION 2322 3 C_t. kZQM ,Fames Hardie Building Products, Ina THE PANEL IS FASTENED WITH Y LONG, 0223" HEAD 10901 Elm Avenue DIAMETER, 0. 09V SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS, PLACE NAILS S• O.C. AT Fontana, CA 92337 PANEL EDGES AND INTERMEDIATE STUDS Phone: 903356-5300 s¢e F= NC B Fax 909- 42 -0634 A PNL-PLKSOFF Creator E. Gonzales to. ae t"='l,-0" •Date:424,2013 SHEET 2OF12 1 WALL AtTB.!4& 6 - tbn•1Flarrida lAtt +012 4¢ L LENGTH Stud Sparing art 15' O.C. Bit I I I SEE - MMQCT D_EP—lN DQU HardiePaneW, CempaneW, & PirevaitS DETAILA Panel Siring materials are nonasbestos SW thidc 15 ply APA rated fiber -cement products tested in plywood sheathing fastened accordance with ASTM C1186 Grade It, to metal studs as described Type A and meeting the requirements a. in Note 1 the Florida Building Coda 040m ijyinevrxbtl nVidn ` ` , vir PANIIDLMETSLQN_S C j r : ; ! valet-resadve Width Length Thickness Aiof" i .d/ i i ` • i + NC. ` barrier per Florida 4? 8,9,10' SM6" Building Code v ' r _ •= i 1 STATE . Pc 14042 pMSl_G_I!L B,E Installation Design PmeSsure I i = O'?•- FCQR1p t 209a, 3a/rX I -No Metal studs -104 psf I `.I '` '•••.......-G Metal Cstud rHardiePaneJ, Impact Resistant — joltS ply 1 Cempanet, Panel installed over SW thick / 5 ply Prevail Panel APA rated pywood sheathing 3V Minimum Edge Distance Nails at 5' O,C, (typ.) Sing LiArIZp QsCFzMPANEL,_MEVAIL PANEI SIDW_G 1NSjLL 01 1 E._T[A_U AU installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where Hardieftnet, Cempanel, Prevail Panel Siding"will be installed shall be Sheathing fastener, as designed by an Engineer or Architect per the Florida Building Code and the requirements of this• described in Note 1. N.O.A. ENote 11 5/8" thick /5 ply APA rated plywood sheathing shall be attached to metal studs at 6"00 at panel edges and all intermediate supports using a No.8-18, 0.315" head diameter x 1-1/4 long Pane! fastener, as described in bugle head screw Note 2 The siding panels shall be installed over 50 thick / 5 ply APA rated plywood sheathing a supported by a minimum 209a, Nominal 3-5Z* X 1.5/8" Metal Cads spaced a nuWmum of 16" O. C. HardiePanel® Siring lNota 2) The wing Panel fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-50 long' ribbed bugle head screw ('or screw shall have at least 3 full threads penetrating metal framing); the fasteners shall be spaced at 5' O.C. at panel edges and intermediate studs; the fasteners shall be driven through the 5/8" thick /5 ply APA rated plywood sheathing into metal If f Waiter - resistive barrier per ids located at 16" O.C. Florida Building Code Section a Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from 1404. 2 comers. LSV thick/ 5 ply APA rated plywood sheathing fastened to metal studs as described in Note 1. 209a, 3 W" X 1-5/8" Metal C-stud The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION RiHARDIEPANEL, mJamesHardieBuilding Products, Inc, 10901 Elm Avenue Fontana, CA 9=7 Phone: 909.356-6300 512E FS" No MG NO REV Fax 909-427-WU A PNL-PLKSOFF 1 Creator. E. Gonzales SCALE 1rr =1-0^ Date: 4fW2013 sr 3 OF 12 i II I I I1 T 6.00in. PRODUC REYlsmc wccnqtyftvA& lcR' -8 gmlftCo& tro I' 3N L 7 r . r oeaxc a u IN —A _ NOMINAL 2D GAUGE3-SW FASTENED WITH SW WAFER HEADSCREWS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SH A ING . NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6` OC AT PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18, 0.315" HEAD DIAMETER X 1-10 LONG BUGLE HEAD SCREW CLADDING THE PANEL IS FASTENED WITH NO.8-18, 0.3161 HEAD DIAMETER X 1.5/8' LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACE SCREWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Cladding Framing II Sheathing II lot I•I . II I I I I.1 I.1 ,• S'' e .•. 121 No S 0NA\- { till FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVrTy LOAD NOT PARTOF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) RE HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION tarries Hardie BuilCling Products. I= 1o9o1 Elal Avenue Fontana, CA 92W ww ao hone:909.356.6300 S>z=cS+NO Fax 909-427-0834 A PNL-PLK-SOFF FRMS Creator. E Gonzales sc+E 1• = 1-0" Date d/Y4/2013 SHEff a OF 12 T i ii WALL U at 3/4" Minimum as LEW SEE DETAIL A at 16" O.C. (typ-) A Sheathing fastener, as tdescn/ bed in Note 1 Siding fastener, as described in Note 2 HardiePlank, Cemplank, PrevailLapSiding 1166 Water -resistive barrier per Florida Building Code Section 14042 P ' 5/&' thick / 5 ply APA rated plywood sheathing fastened in accordance with Florida Budding Code Section 2322.3 2" X 4" S-P-F Wood Studs The wall and soffit frames areTo be designed by the Architect or Engineer of Record in oomprianca W& the Florida Building Code. C S101VAL B-B MODU gSCRIP7ION HardiePlank®, CemplankS. & PrevailD Plank lap Siding materials 5/8" thick / 5 ply APA are nonasbestos fibe -Cement carted plywood products tested in accordance with ASTM C1186 Grade it, Type A and Sheathing inmeetingthe requirements of the accordance with Florida Building Code. Florida MAC" Code Section 23223 pp NELr pjMFMS10M_4 vftw4isistift Width 1_ength Thickness barrier per Fknida S9-1/2' 12' 6/16" Building Code Section 14042 p>LGN P 2ES_SUResigE RA!G T' X 4"S-p-F installation Dn Pressure Wood Studs Wood Studs -92 psf Lap Siding Impact Resistant— PWks installed over 5/8" thick / 5 ply 1- 1Wrag x Sits" APA rated plywood sheathing via starter strip klE.? DtPul!s C!I!IPN 4 LZ4 J#L4LA S_ID_(NGJ:[AI-1-A o Dnk 1k+ All Installation shalt be done in conformance with this Notice of Acceptance, the manufaciurer's installationrecommendations, and the applicable sections of the Florida Bulding Code WoodstudsvereHardePlank, Cemptank, Prevail Lap Siring will be Installed shall be designed by an EngineerorArdfiitectpertheFloridaBuildingCodeandtherequirementsofthisN.OA Mote115/B" thick! 5 ply APA rated pljro W sheathing shall be attached to the studs in accordance with Florida Building Code Section 2322.3• Planksshallbeappliedhorizontallycommencingfrom the bottom course of the waD with 1-1/4" v+ride laps at the top of the plank such that the exposure area of each plank is 5 &_1W vertically- Note21Thesidingfastenershallbea2-1/2" long, 0.223" head diameter, 0.0927 shank diameter, corrosion -resistant siding nag; The siding is fastened 5 8-1W O.C. vertically and 16" O.C. horizontally, fasteners are driven into wood studs through SW thick a bners ottomedgeAPArated of the over lapping anerareplaced in the overlapping area approximately Vertical joints shaA be placed over studs. The planksshallbeinstalledover5/6" thick 15 ply APA rated plywood sheathing supported by a minimum of Z%4" S-P-F wood studs spaced a maximum of 16. O.C. Fasteners shall have a minimum edge distance of 39r. HARDIEPLANI(, C© dIPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, fix~ 10901 Elm Avenue Fontana, CA 92337 PNL-PLK OFF Fax 909- 427-0634 A Creator. E. Gonzales scan: 1/2" =1'-0" ' Date: 4/24i1013 ,SNIT 5 OF 12 Fastener Spacing per Roddy Building Code Section 2322.3 16 iR OC- --+ Cladding 0.75n asmerplysogvitik.ark1 bb Bm76sacoft A0=PftMW NO I ' /4 C, T SH.ZSIR i f Fastener SpaI Icing per Florida Building Code Section 2322.3 FRAMINCZ NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3-1/2' 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLMCE WITH THE FLORIDA BUILDING CODE SHIEWC IN_G. NOMINAL SW THICK / 5 PLY APA RATED PLYWOOD SHEATHING' FASTENED IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 2322.3 ALA 1111M PLANKS. OVERLAP 1-1W THE EXPOSURE IS !CS-19' THE PLANKS ARE FACE NAILED WITH 2-1/2' LONG, OMT HEAD DIAMETER, O.W SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS, -PLACED 3/4' UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION Framing Sneashrtrg f oDcrcr aFv sa<n • I • I ' SF e. necoa S&S, I , No. 121 By STATE OF c NaL FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GVfYYrJLOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Budding Products, Inc. 10901 Elm Avenue Fontana, CA 9=7 A I I ' PNL-PLK-SOFF LIZ I . Stud Spacing at iV'O.C. ALL LEN SEE - P- LU- C—T P F&CBMO-NPR DETAILA HardiePlanIO, CemplanW. and W Vdck / 5 ply APA PrevailD Plank Lap Siding materials 7: T. attedpWocd we noriasbestos fiber -cement products tested in accordance with ASTM CI 186 Grade 11, Type A and tD meml studs as meeting the requirements of thedescribedinNoteIFloridaRuildingCode. Wish' IL R0C-ft WALL 'LA2; 11, A. - barrier per Florida EL&N D@4W!SjLK- Qg$ HEIGHT if Vr— -- - - sd A I.- I - Buadrq Code Width Length Thickness L: Sedon 14042 99 OY PggjIG 1-USE RATING j! CInstallation Design Pressure IATQPFKai*dieftnk. Metal Studs -92 psf B Prevail Lap SAIng impact Resistant SIONAL340MinimumEdgeDistanceNailsatiSPO.C.("-) Planks jinstalled over 518" thick 5 ply IWck starter Strip APA rated plywood sheathing pE_ rAIL.6 All installation shall be done In conformance with this Notice of Acceptance, the manufacturer's installation Sheathing fastener, as recommendations, and the applicable sections of the Florida Building Code. described in Note I Metal studs where HardiePlank, Cempla* Prevail Lap Siding will be installed shall be designed by an PRttA= it VLWD Engineer or Archiled per the Florida Building Code and the requirements of ft KOA 60007" a& Aw Fk" CoA ENote 11518" thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at Woc at panel head 15. o Siding fastener, Nas edges and all intermediate supports using a No.8-18, 0.315'head crrameterx 1-1W long bugle screw Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1/4wide laps at describedinNote2by the top of the plank such that the exposure area of each plank is 8-114" vertically. INote 21 The siding fastener shall b6 a minimum No. 8-18,0.315" head diameter X 2-IjW lone bugle head hfiWW1? 6& F &wcww screw over metal studs ("or screw shall have at least 3 full threads penetrating metal framing); The siding is HardiePlan k. fastened -,5 8-1/4'O.C. vertically and IS' O.C. horizontally; fasteners are driven into metal studs through 5/81 Cemplank, thick 15 ply APA rated plywood sheathing, fasteners are placed in the overlapping area apprb)dma* 3/4' Prevail Lap Siding from the bottom edge of the overlapping plank. Vertical joints shall be placed over studs. L Water4esistive WThe planks shall be installed over 50' thick / 5 ply APA rated plywood sheathing supported by a minimum j f barrierper Florida 20ga. Nominal *3-W'X 1-5/&, Metal C-studs spaced a maximum of 16* O.C. Fasteners shall have a minimum edge distance of 3W. Buiding Code BuddingSidon 1404.2 HARDIEPLANY, CEMPLANr, PREVAIL LAP SIDING 6V thick 15 ply APA rated INSTALLATION DETAILS METAL STUD CONSTRUCTION plywood sheathing fastened to James Hardie Building Producls, Inc, NMImetalstudsasdescribedin10901 Biz. Avenue Note 1 Fontana, CA 9=7 20ga, 3-W' X 1-5/8- Metal C-Glud SCM Phone: 909%356-8300 FNO The wall and soffit frames are to be designed PNL-PLX-WFF Fax 909-427-0634 7A by theArchitectorEngineerofRecordincompliancewith the Florida Building Code. Creator. E. Gonzales SCALE 1'.W Date: 42412013 1 sHm 7 OF 12 0.75it s NOlvmwtL. cu w+w%pQ io n 1- w . ' - - . O.C. FASTENED WITH SW LONG RIBBED BUGLE HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEAT_KN—q NOMINAL 5/8"THICK15 PLY APARATED PLYWOOD SHEATHING TO METAL STUDS AT 6" OC AT -PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18, 0.315' HEAD DIAMETER X 1-1141 LONG BUGLE HEAD SCREW CLAD-?INIG PLANKS OVERLAP 1-1W THE EXPOSURE IS s 8-1W THE PLANKS ARE FASTENED WITH NO.8-18, 0.315' HEAD DIAMETER X 2-1W LONG CORROSION - RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACED 3/,V UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 9=7 Phone: 909,R56-63W FSCw No WAG No RCv FaX 809-427-0634 A PNL-PLK-SOFF 1 Creator. E.Gonzales SCALE 1, =1 0* Date: A24r2013 SHEET 8 OF 12 WALL FA DEMIL A WALL LENGTH Stud Spacing at 16" O.C. 318" Minimum SEE DETAIL A T— i 2" X 4" S-P-F Wood Studs HardieSofK Cemsoffit RE=QN- 1 1`10- Nails at4" O.C. (4jXj%eM=REviSED Distance roc F1edd• u, d/ o sr A ope offitfastener, as escribed in Note 1 HardieSoffit, Cemsoffit Mirirmum 2" X 4• S-P-F Wood Studs The wag and soffit, frames are to be designed by the Architect or Engineer of Record In compliance with the Florida Building Code. MopigCCEDESCRtP119N HardieSoffitO & CemsoffrO materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade H. Type A and meeting the requirements of the Florida Building Code. SOPFCT_DIMENSIONS Width Length Thickness 4 8' 1/4" M41G1.l P ,kSSUREJ STJIif_G. Installation Design Pressure Wood Studs 70 psf FRODUCrREVUM 0=Vhtiaa Aux tmae rtoE3-0 sy ePrcm aCoesol No. V z f STATE OF k lRR ks9FJF M_s_o.EFI PJ_!4ll lsJA ]JoJ l44Ar4s. AD installation shall be done in conformance with this Notice of Acceptance, the manufacturer's hstablion recommendations, and the appricable sections of the Florida Building Code. Wood studs where HardieSoffit, Cemsofrd will be installed shaII be designed by an Engineer or Architect per the Florida Building Code and the requirements of the N.0A The soffit shall be installed over minimum Z%4" S-P-F wood studs spaced a maximum of 16" O.C. Note 11 The soffit fastener shall be a r long, 0.223" head diameter, 0.092" shank diameter, corrosion resistant siding nail; the fasteners shall be spaced at4" O.C. at panel edges and intermediate studs; the fasteners shall be driven irito wood studs loci at 16" U.C. Fasteners shall have a minimum edge distance of 31T and a minimum clearance of 2" from comers. HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc, 10901 Elm Avenue Fontana, CA 92337 1' I DKL ND PNL-PLK-SOFF Creator: E. Gonzales Is"a 12"= t-o" I Date:4r24r2013 ISHEU 9 OF 12 4.00i:r.-[ PBOb'II& REvism P&OiWC[>:EVISED 0 comply* wa the fle" coft as ooaeplyiag.w6 e i aaia+ , 17 I t1(p Pm+liAGieloi • i3y p 0ePc01luttC9e e1 • FMARNP NOMINAL Z X 4" S-P-F WOOD STUDS IS- O.C. FASTENED WITH 3-1/2" 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION)- ' THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CLADDING ' THE SOFFrr IS FASTENED WITH Z LONG, 0223' HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS, PLACE NAILS 4" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Cladding Framing- Z{ x' \c NO. 121 STATE OF rS 0NA1-Y FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Ina 10901 6m Avenue Fontana, CA 92337. Phone: 909-356-MO SITE FSCU No W43 No Fax 909-427-0634 A PNL-PLK-SOFF Creator. E. Gon22les SCALE 1" =1'-0" Date: 4242013 TSMM ID OF 12 1 1 i i HALL 1 ALL LENGT Stud Spacing at 16' O.C. Nails at 6" O.C. (typ.) 3/8" Minimum Edge Distance PiZO_QU_CC DE.S_CRIP7(Qt4 HardieSoffitV & CemsoffitO materials are rionasbestos fiber -cement products tested in accordance vft ASTM C1186 Grade 11, Type A and meeting the requirements of the Florida Building Code. SO_F_)_i_T QLVl N,S_IOIS Width Length Thickness 4' 8' Y. DESIGN 1a1:SSIg- a &MQ Installation Design Pressure Metal Studs -55f Rfo. 121c TaTE OF Mu 2W.JZE n0 Ab(FL1t0ST-A4-anQNP_UA&-S aL E`, ,,0'` All installation shag be done in conformance with this Notice of Acceptan tS€!4 h(nrufacturers installation recommendations, and the applicable sections of the Florida B01ding Code. I fastener, as Metal studs where HardieSoffit, Cemsoffit will be installed shall be designed by an Engineer or ribed in Note 1 Arct ted per the Florida Building Code and the requirements of this N.OA a The soffit shall be installed over minimum 20ga, Nominal 3-5/8" X 1-5/8" Metal C• studs spaced HatdieSotfit, CemsotTit a maximum of 1S" O.C. Note 1] The soffit fastener shall be a minimum No. B-18, 0.315' head diameter X 1-1/4' long* ribbed bugle fiend screw ('or screw shall have at least 3 full threads penetrating metal • framineathe fasteners shag be spaced at S" O.C. at panel edges and intermediate studs; the fasteners shag be driven into metal studs located at 16" O.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from corners. HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS METALSTUD CONSTRUCTION 209a, 3-5/8" X 1-5/8" Metal 0-stud LThe wall and soffit frames are to be designed by the ArWhect or Engineer of Record in compliance with the Flodda.Bui[ding Code. 11 SEE DETAILA r I` 2093, 3.518" X 1-518" Metal C.stLd HardieSoffit, Cemsofliit CJ1pIJ &B PROD11 C[ REVEM evw0yftwftdkFkdit 1 t w. wldbbdc+.. IEVISEvRODUCTP es eornpl g wino f eF7aeida Hm"tdieg cove A=PMM NO 13'dW t' e7 6r na ac4.rua James Hardie Building Products, Inc 10901 Elm Avenue Fontana, CA 92337 Fax 909-427-0634 A I I IPNL-PLKSOFF Creator. E• Gonzales. scau_ 1r2" = v-(r I Date: 4/24l2013 SHEET 11 OF 12 . REV Cladding Framing j00In. PlieDtlCi' RE1ItSFD . sao ri gMi lmeFlefbh rg i p . AWA cc ruOadcPtoiatCm'°cl r, i No. 2 S of : 4 09• FLOR P' 0F SS101A NOMINAL 20 GAUGE 3-SM" X 1-W STEEL STUDS 16" O.C. FASTENED CONNECTION) ' WAFER HEAD SCREWS (2 PER TOP FOR METAL AND NOT PART THIS OD STUDS, PROVISIONS FOR DIAPHRAGM AC71ON AND GRAVfTY LOAD AND BOTTOM CAPPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) E THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE A DING HARDIESOFFIT, CEMSOFFIT PANEL THE SOFFIT IS FASTENED WITH NO. 8-18,0.315'HEAD INSTALLATION DETAILS METAL STUD CONSTRUCTION DIAMETER 1.1/4' LONG CORROSION RESISTANTRIBSEiD BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 James Hardie Building Products, Inc. FULL THREADS PENETRATING THE METAL FRAMING), PLACE SCREWS W O.C. AT PANEL EDGES AND INTERMEDIATE 10901 Elm Avenue STUDS ° Fontana. CA92337 Phone., 909-3563300 SIZE FSCm No Dwc N' 0 x v Fax 909-427-0634 A PIL-PLX-SOFF T1 CmatDr E. Gonzales SCALE 1' =1'-0" Date:4iW2013 Wm 12 OF 12 COUNTY OF SEMINOLE IMPACT FEE STATEMENT l /- 3),Y STATEMENT NUMBER: 17100008 BUILDING APPLICATION #: 17-10000872 BUILDING PERMIT NUMBER: 17-10000872 DATE: November 28, 20170 --45-7,b G V 0aLt c0 2 UNIT ADDRESS: NIGHT HERON DR 3891 17-20-31-502-0000-2010 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: 3891 NIGHT HERON DRIVE/ WYNDHAM PRESERVE LOT 201 SFR DETACHED FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing 00 1.000 dwl unit FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD 00 Single Family Housing 54.00 1.000 dwl unit 54.00 SCHOOLS Single Family CO -WIDE ORD Hou iAng 5,000.00 1.000 dwl unit 5,000.00 PARKS LAW ENFORCE N//A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 STATEMENT RECEIVED BY: SIGNATURE: PLEASE PRINT NAME) DATE: l NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT TF{IS l IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, MJ1 TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN O`' CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDERAND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE tOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. r•, A w At m e parr-M _ 2I-46r), r CITY OF SANFORD BUILDING & FIRE PREVENTIOND; PERMIT APPLICATION Application No: 17-3 i Q']' Documented Construction Value: S_ Job Address 3 Q Jai q i4 14() v-on Ly. . Parcel ID• Historic District: Yes No Type of Work: Ne%y Addition Alteration R Residential Commercial Repair Demo Change of Use Move Description of Work: P ) Plan Re%lew• Contact Person: Phone: Fax, Title: Email: Property Owner Information Nam r Street: Phone: L - en ,t I '` Resident of property? City, State Zip: ( ( ( f 3 2 7 !n tor Information 11 ? Nam Phone: `7 U7 /Ijl/(n %n x rl c JStreet=Ztr 10-7 Inll r ` Q Fax: City, State Zip: _ State License No.: t` 11 A Architect/ Engineer Information Name: Street: Phone: Fax: City, St, Zip: E- mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR Ali` 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 commencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 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 properly that may befoundathepublicrecordsofthiscounty, and there maybe additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the 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 issued, ecreditaccordwillbeappledtoyourpermitsfesancewithlocalordinance. lwhen thetpermit is issueeddred off the executed contract exceed the actual construction value, OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. Signature ofOwner/ 11 Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me orProducedIDTypeofID fig" • a.vmraerot/AgMt Date Tu- P t ontraetor/Agent's Name l60 Signature of Notary -State of Florida Date PAMELA S TERNUS Commission 0 GG 110622 ExptresAugust 7, 2021 EOF itO' aaWW tlru liWpet Notul'SenAoa Contractor/Agent is Personally Known to Me orProducedIDTypeofID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories:_ New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes NO # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application CITY OF SANFO BUILDING & FIRE PREVENTI PERMIT APPLICATI Application No: j -) - 319 Documented Construction Value: S '59 2.5 Job Address: 3 6q 1 NJ t y fit+- ' 16V-e Historic District: Yes No Parcel tD: Residential a Commercial Type of Work: New [a Addition Alteration Repair Demo Change of Use Move Description of Work: Pi(4_0A-10,nS fZr 5r-r-- Qt-t'- AkC'51y a - C0-1 2-6f Plan Review Contact Person: pi U-:') s b z b ems: (d tf Title: Phone: Fax: Email: Name Property Owner Information Phone: Street: Resident of property? City, State Zip: Contractor Information Name 2 a kl i r 1,1lJlNYtbev c, Phone: -+Z--- Z`- 3 '36 Street: -+0I Fax: Qo "3 ' 2.4a - Y4 !E& City, State Zip: 0,-1 c.z:nclo r 32-E)Zt-i State License No.: CFC U 2-C Architect/Engineer Information K Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installatio has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constru tion in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 513 Edition (2014) Florida Building Code Revised: June 30, 2015 Pertnit Application a 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 maybe additional permits required from other govemmental entities such as w ter 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 requi ed in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submi al. 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 val ae, 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 vt ill be done in compliance with all applicable laws regulating construction and zoning. I Signature of Owner/Agent Print Owncr/Agent's Numc Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date Print Contra ent's Name Signature of Notary -State of Florida alma. PAT S I MY C(AMISSI )N a fF 12090q EXPIRES: Augu t 25, 2018 Bonded Toro Notm Pu t ".,.as Contractor/Agent is >., Personally Known to Me or. Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: - Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: of Stories: Plumbing - # of Fixtu Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised June 30, 2015 Permit Application 1607 State Road 52 123 Miller Road r 9701 Bachman Road Established 1973 iudson, FL 34669 Valrioo, FL 33594 (1•. Orlando, FL 32824 www.RJKlelly.com r27 863 5486 813.661.0707 407-855-2636 State License 9 CF•CO20 42 R.J. KiELTY Page: 1O 1 Proposal No: 717-13533 PLUMBING • HEATING • COOLING Proposal Date: 712612017 Prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Firefly - 1827 Lake Mary FL 32746 Ne Propose hereby to furnish material and tabor - complete In accordance with specifications below for the Sum at: $5,925.00 Payment to be made as follows: 40% Rough In 30% Top Out 30% Finish. NET 10 Days All materials guaranteed to be as specified. All vrork to be completed in a workman like manner according to standard practices. Any alteration or deviation ts I ecuted only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, r del be ourcontrol. Oymer to mado. and er necessary insurance. Our vmrkers are fromspocficatlonsbelowInvolvingexEirs. covered by workofs compensation In!A rfiire, t II AUTHORIZED SIGNATURE: THIL MAY BE WIDRAWN IF NOT ACCEPTED IN 30 D1 Y We hereby submit speclflcati s and unates for: Master Balk 1 Shower Sterling Accord 60x36 Base 72270100 White With Walls And Moen Chateau TL182 Chrome Valvo 1 Toilet Gerber Maxwell 21-912 1.28 White Elongated 1 Lav By Builder With Moen Chateau 64925 Chrome Faucet 2nd Bath 1 Tub Sterling Accord 6040 71140120 White With Walls And Moen Chateau TL183 Chrome Valve 1 Toilet Gerber Maxwell 21.912 1.28 White Elongated I Lav By Builder With Moen Chateau 64925 Chrome Faucet Kitchen Sink By Builder Faucet Moen Integra 6731 S Chrome 1 Disposal ISE Badger V With Cord 1 Icemaker Line With Recessed Box I Dishwasher Hook Up Ufflities 1 Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Gallon Electric NOTE: Baekfillir g Included For Sewer & Water Only (Slab Backfilling By Others) Bacidlow Prevemers Included EXCLUSIONS NO Permit Fees Included Water Piping In: CPVC 40' Sewer Allowance: Additional $12 par toot 40' Water Allowance; Additional $3 per fool Applies to any direct contract between an owner contractor (RJK) - Notice of Uen Laws - Florida Statutes 713.001.713.37. Acceptance of Pioposal -The above prices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be made outlined above. I agree to pay reasonable attomeys fees court costs in the event of legal action. A monthly service charge of 1 1/2% will be'added after 0 days. Any sewer taps deeper than 4 112 feet or requires badchoe or dewrdtering will be an extra charge. SIGNED: wvl DATE OF ACCEPTANCE & PAGE 2:/1 Branch: Hudson q ast Edit By: Last Edit Date: 7/2712017 r6 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION D Application No: Documented Construction Value: $ 4.462.00 Job Address: 3891 Night Heron Dr Historic District: Yes No Parcel ID: 17-20-31-502-0000-2010 Residential0 Commercial Type of Work: New x Addition Alteration Repair Demo Change of Use Move Description of Work: Install New AC with Duct Work and Venting Plan Review Contact Person: Arionna RosenvAnkel 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 Resident of property? : NO City, State Zip: Lake Mary, FL 32746 Contractor Information Name Energy Air Inc (Robert Kulp) Phone: 407-886-3729 Street: 5401 EnegryAir Ct Fax: City, State Zip: Orlando FL 32810 State License No.: CAC1816317 Arch itect/Eng I neer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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: 5" Edition (2014) Florida Building Code Revised: June 30, 2013 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts; state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law. FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value. credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 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 49 073/3/2018 Signature of Contractor/Agent Date 3/3/2018 P,lsr Notary public State of FloridaetArionnaCRosenwinkel My Commission GO 147036 orw Expires 1010102021 Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30. 2015 Permit Application WORK ORDER Job #: 33352 Date: 9/29/2017 144714 Subdivision I Phase Bld L/U rLBILLTO: Starlight Homes - AWH Lot / Sub: Wyndham Preserve 201 ADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: 3891 Night Heron Dr CITY/STATE/ZIP: Lake Mary. FL 32746 City / State / Zip Sanford IFL 132773 1827 SModel/Bldg: Order Taken By: Equipment Brand: Carrier 14 Seer Heat Pump R-410a A/H-2 or FurnaceJobContact: A/H-1 or Furnace FB4CNP030L00 Job Phone: Heater or Coil CE2401 C05 Heater or Coil Date Requested: CU-1 CH14NB03000G 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 Efficiency MUST BE ACCURATE AND COMP A/H-3 or Furnace A/H-4 or FurnarA Heater or Coil Heater or Coil Bldg. Permit# CU-3 CU-4 Township: Sanford T'Stat: T'Stat: Filter Base Filter Base AHU Location AHU Location Incl. on Builders Permit no Efficiency Efficiency EAI Pulls Permit: yes Zoning Brand: Honeywell/Johnstone Vent. Damper Y81somo17 My I 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 1ZD6 B Pass Damper #2 JZD7 Qty Yes No Qty. Yes No Grs.Stamped Stl. 13 X Flue Pipe: X Grs.Stamped Returr 8 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 Ducl 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 03-Fabrication Labor 2.20 27.72 Rou hin 2,196.00 04-Installation Labor 21.78 326.70 06-Piping Labor 6.75 114.75 Trim 2,196.00 14-Kitchen Vent Trim 02-Material/Tax 1.103.08 01-Equipment/Tax 1.339.77 Permit 70.00 80.0009-Permit/Other 011-Delivery Labor 1.23 15.54 20-Pull Material Labor 2.47 31.07 Total Contract: 4,462.00 12-StartupLabor 2.50 42.50 c r Levell 0 Job# Starlight -Wyndham Preserve Performed for. Lot 201 -1827 UR Sanfofd, F132773 Energy Air, Inc 5401 EmWAir, Ct OAando, FL 32810 Phone: 407-8863729 www.ereFgyaircorn GRenner@eneqyairc= 15 Scale: I/&'= IV' Page 1 Ri2M4W1OU6ne W2017 17428 RSU17013 2017.Sep•21095193 in Pm ervaot201-1827 URAup ENVIRONMENTS FOR Od1 SITE 10: 377146 LOT: 201 BLOCK HOUSE: 3991 STREET: NIGHT HERON OR CITY: SANFORD STATE FL ZIP: 32771 COUNTY: SEMINOLE ACCOUNT! 9MTAFL BUILDER: STARLIGHT HOMES SUBDIVISION: WYNDHAM PRESERVE COMMUNITY: WA PLAN: NOP 10I1641017 PROGRAM: HERSI100% TESTER: EFL IECC: 2009 CLIMATE ZONE PROPERTY OYINER: PROPERTY ADDRESS: 2621 NIGHT HERON OR, SANFORD. FL 32771 TEST: BLOWER DOOR RESULT. PASS TESTER: OmaReveOe DATE: 062412016 TEST NAPE CORRECTION NEEDED BUILDER VERIFIED RATER VERIFIED WA 5.1 Athe ACNIS Panty (kilty otiketed and insulates x 5.2 ANC dm vm Stair(fully asketed and Insulated x' 5.4 Recessed Lighung Fixtures (ICAT labeled and sealed to s 0 x 5.5 Whole-Iruse Fen insulated gaskstad to the opaning x 7.3 Fresh air vanulauon mstaUes per Programs aCs x A', 'Door SO Ta t 00 AchAl Reem Praesuo Test BUILDING ORIENTATION PROGRAM VOLUME CODE VOLUME CU. PROGRAM SHELL CODE SHELL E 90' NIA 17.045 0 0 PROGRAM CFM 60 CODE CFM 60 PROGRAM ACH 50 CODE ACH t10 PROGRAM of Snell CODE of shoo 0 1,999 7 1,122 3.95 Metw 0 Mel Bdrm 0 Bdmt 2 0 B&M31 0 Bdmt 6 1 0 Rm 1 1 0 Rm 31 0 1 Otlw 1 0 Bdrm 4 0 Rm 2 0 CO Oeteclars- ErwMy Star Qualified noes? EIhMeM PeGa ? 60 or> Of HaMwYed Lights Must Be CFL Or LEO Low Flow faucets, ToOaa dn:? PmgmmamM Themwm* X CeAftd Green PMWGM Level ReR&U Vtsuel Impoclbn Ysd Wnlel SYSUM - Rm1 Lecetloa Manuh uar Name Model 01 Model02 Model 03 Model 04 SYSTEM 1 WATER HEATER GARAGE AO SMITH ENT 50 110 SYSTEM WATER HEATER SYSTEM 3 WATER HEATER SYSTEM4 WATER HEATER SYSTEM 1 FURNACE SYSTEM HVAC OUTDOOR UNIT OUTSIDE CARRIER CH14NS030 SYSTEM 1 HVAC INDOOR COIL SYSTEM I HVAC AMU (HEAT PUMP INTERIOR CARRIER F84CNP030 SYSTEM 2 FURNACE SYSTEM 2 HVAC OUTDOOR UNIT SYSTEM 2 HVAC INDOOR COIL SYSTEM 2 HVAC AHU (HEAT PUMP SYSTEM 3 FURNACE SYSTEM 3 HVAC OUTDOOR UNIT SYSTEM 3 HVAC INDOOR COIL SYSTEM 3 HVAC AMU (HEAT PUMP SYSTEM a FURNACE SYSTEM HVAC OUTDOOR UNIT SYSTEM HVAC INDOOR COIL SYSTEM 4 HVAC AHU (HEAT PUMP BUILDING SPECIFICATIONS BUILDING CHARACTERISTICS ASDESIGN -VALUER AS BUILT -VALUES COMMMENT a OF BEDROOMS REM NA NA CEILING FLAT REM NA NA SEALED ATTIC REM NA NA VAULTED CEILING REM NA NA FOUNDATION WALLS REM) I NA EXPOSED FLOOR REM NA NA ABOVE GRADE WALLS (REM) NA NA DUCT SUPPLY R•VALUE (REM) NA NA DUCT RETURN R•VALUE REM NA NA TEST: BLOWER DOOR RESULT: PASS TESTER: Dm R41reM DATE: 0324=16 BUILDING SPECIFICATIONS BUILDING CHARACTERISTICS AS DESIGN - VALUES AS BUILT - VALUES COMMMENT PROGRAMMABLE THERMOSTATS PRI YES WATER HEATER TYPE PRI WATER HEATER FUEL TYPE PRIF WATER HEATER SIZE. EFFICIENCY 6 LOCATION PRIF) INFILTRATION HOUSE LKG ACM REM NA Hi : 3.95 CI : 7.95 ACH 50 Pascals FRESH AIR VENTILATION TYPE PRIF AIR CYCLER VENTILATION FAN MANUFACTURER REM NA NA VENTILATION FAN MODEL REM NA NA VENTILATION FLOW REQUIRED REM NA NA VENTILATION EOUIP. RATED CFM REM NA NA VENTILATION 0 OF FANS REM NA NA VENTILATION TIME - HRS/OAY SPECIFIED REM NA NA VENTILATION TIME SET BY HVAC CONTRACTOR - MINUTES PER HOUR PRIF FRESH AIR VENTILATION FAN WATTS REM NA NA MEASURED FAN WATTS OR PER MANUFACTURER'S SPEC'S PRIF INTERIOR % CFUS PRIF DISHWASHER PRI REFRIGERATOR PRIF FOUNDATION TYPE (PRIF) SLAB TYPE PRIF ' SLAB AREA PRI SUB DEPTH PRIF SLAB FULL PERIMETER PRIF SUB GRADE PRIF FLOW RING PRIF HEATING REM NA NA COOLING REM NA NA AIRSOURCE HP REM NA NA WATER HEATING (REM) NA NA TEST: DUCT BLASTER RESULT: PAW TESTER: DM RwaOa DATE: 05242016 TOTAL CONDITIONED FLOOR AREA 1 0 1 627CFASOFT) DUCT LEAKAGE TO OUTSIDE % TARGET TOTAL DUCT LEAKAGE % TARGET 0.00% 12.00% SYSTEM 1 80 FT. SERVED (CFA) 0 1.827 POST CONSTRUCTION SYSTEM / DUCT LEAKAGE TO OUTSIDE 0 146 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 49 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE Infinity% 2.66% CFM25) TARGET (CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 1 TOTAL DUCT LEAKAGE 0 219 SYSTEM 1 TOTAL DUCT LEAKAGE SYSTEM 1 TOTAL DUCT LEAKAGE (% OF NaN% 0.00% CFM26) TARGET (CFM26) ACTUAL CFA) ACTUAL SYSTEM 2 80 FT. SERVED (CFI) 0 0 SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET 0 0 ( CFM25) ACTUAL (% OF CFA) ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE (% OF CFM25) TARGET 0 0 ( CFM25) ACTUAL CFA) ACTUAL SYSTEM 5 60 FT. SERVED (CFA) 0 0 SYSTEM 3 DUCT LEAKAGE TO OUTSIDE SYSTEM 5 DUCT LEAKAGE TO OUTSIDE SYSTEM 6 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET 0 0 ( CFM26) ACTUAL (% Of CFA) ACTUAL SYSTEM ] TOTAL DUCT LEAKAGE 0 0 SYSTEM a TOTAL DUCT LEAKAGE SYSTEM 5 TOTAL DUCT LEAKAGE (% OF CFM25) TARGET (CFM25) ACTUAL CFA) ACTUAL SYSTEM 4 SO FT. SERVED (CFA) 0 0 SYSTEM 4 DUCT LEAKAGE TO OUTSIDE 0 0 SYSTEM 4 DUCT LEAKAGE TO OUTSIDE SYSTEM 4 DUCT LEAKAGE TO OUTSIDE CFM25) TARGET (CFIAM ACTUAL (% OF CFA) ACTUAL TEST: DUCT BLASTER RESULT: PAW TESTER: Owe RtwM DATE: 052/2015 SYSTEM 4 TOTAL DUCT LEAKAGE SYSTEM 4 TOTAL DUCT LEAKAGE SYSTEM 4 TOTAL DUCT LEAKAGE (% OF M"W) TARGET a a (CFV25) ACTUAL CFA) ACTUAL auaeuee aoEcivItATIl BULLOINOCHARACTERISTICB ASDESIGN-VALUES ABSUILT-VALUE8 COMYMENT DUCT LEAKAGE TO OUTSIDE REM DNA i0:027 Cf,M25 /„CF,A TOtAI DUCT LEAKAGE REM i y.,1(t I DNA ` ' f'+'-.•+c.t G 12 CfM25/.CF,A L'AI.,t,.7 4 FLOW RING PRI FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: WYNDHAM PRESERVE Builder Name: STARLIGHT HOMES Street: 3891 Night Heron Or Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: 3891 Night Heron Or (Lot 201) Jurisdiction: Cond. Floor Area: 1827 Cond. Volume: 17045 Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: Sin le or Multi Point Test Data HOUSE PRESSURE FLOW: 1 50 Pa 1122 cfm 2 0 Pa 0 cfm 3 0 Pa 0 cfm 4 0 Pa 0 c(m 5 0 Pa 0 cfm 6 Pa cfm CFM(50): 1122 ELA: 62 EgLA: 146 ACH: 3.95 SLA: .03 ACH(50) ' : 3.95 For prescriptive projects, tested leakage must be <=7 ACH(50). For performance projects, tested leakage must be <= the ACH(50) shown on Form R405-2014 for this project. R402.4.1.2 Testing.The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration 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 8402.4.1.2. Digitally signed by Dave Revelle Date: 2018.05,24 21:03:33 EDT CN=Dave Revelle, O=TopBuild Home Services, OU, EMAILADORESS=dave.revelle Signature: ® topbuild.com, C=US Printed Name: Dave Revelle Date: 05/24/2018 Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7). Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Thank you fat allowing TopBulld the opponuntry to ptovlae the above services lot you. Please feel free to contact me wain any questions. 1012SM17 377146EFL FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Wyndham Preserve Builder Name: Starlight Homes Street: 3891 Night Heron Dr Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number: Design Location: Jurisdiction: Duct Test Time: Post Construction Kurt I AnknnP TPct RPcults CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 49 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Dud System Sum lines 1-4 49 Leakage Divide by 1827 TOMI Comer wl Fever A(U) 0.0268 (On,Out) 1 hereby certify that the above duct testing performance results demonstrate compliance with the Florida Energy Code requirements in accordance with Section R403.2.2. Digna% Inee by Dave RevereDare: 01E 05 24 21 ,03:30 EDT CN.Deve Revere, O.TapSuile I - n /jt hfoms ADORE -dJ.y,J EMAlLA00RESS.eave rewlN Rater Of Record: el0pbuile.c0m, c.uS Printed Name: Dave Revelle RESNET * 4311088 Date: 05/24/2018 Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by an energy rater certified in accordance with Section 553.99, Florida Statutes. Building OrMdal: Date: Thank you for allowing TopBuild the opportunity to provide the above services for you. Please feel free to contact me with any questions. 377146EFL 0 ; , V"NDHAM PRESERVE - LOT 201 , k ao c4 N SPECIFIC PURPOSE i , YN 0 Cn CO SURVEY q z FORMBOARD) mo. ti o oL— m z° a, m M 523 I w 04 WYNDHAM PRESERVE d ° n LOT 201 m ( PB 81, PG 93) LOT AREA CALCULATIONS LOT = 6.900 SQ.FT. LIVING AREA= 1.909 SQ.FT. GARAGE = 403 SQ.FT. PORCH = 70 SQ.FT. DRIVEWAY = 405 SQ.FT. PATIO = 100 SQ.FT. WALKWAY 77 SQ.FT. A/C PAD = 9 SQ.FT IMPERVIOUS= 43.1 X SOD = 3,927 SQ.FT. OFF LOT AREA CALCULATIONS R/W 1,500 SQ.FT. APRON = 114 SQ.FT. SIDEWALK = 300 SQ.FT. SOD 246 SQ.FT. TOTAL AREA DRIVEWAY = 519 SQ.FT. SIDEWALK = 377 SQ.FT. SOD = 4.173 SQ.FT. ryh LOT 202 i 115.00' N89043'0311E e°' 6IO r- 26.2' ' 25.31 PROPOSED I n 1 STORY RESIDENCE o i f0A 1827 FIREFLY Z a o ELEVATION - U 17.3 LOT 198 m GARAGE - RIGHT 111 125.3' 1;0.0 FORNBOARD 12.3 I N LOT 201 FFE= 22.55pAREA = M 26 2, 6,900 S.F. t 58.5 i Ofw a N oUIlCCZ I` UT o 1 I a. V o I N 8 Ily S89'43'OJ 1W 115. 00' LOT 199 LOT 200 1 1.0 I a zI I FW I aW mX_ D U o_ Ua 1:14 W U A Q in Oxoo T+ tE 0 j ,a za- a mon v z I DIMENSION NOTE: Proposed building dimensions shown hereon are of the ex1 BUILDING LAYOUT NOTE: ' Building Setbacks Contractor and owner are to verify all Setbacks: Per construction plans for setbacks, building dimensions. and layout NMDHAM 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 users sole risk. Rear = 20' Side = 7.5' oo quipmen LEGEND:AOUSSD-Access/Drainage/Utilities/SidewalkLB -licensed Business SURVEYORS NOTES: PREPARED FOR BFP-Backflow Preventer S -Survey Sight Distance Easement PRM-Permanent Ref. Monument PCP Control Point 1. Current title information on the subject property had not ASHTON WOODSReported D -DescriptionJR Permanent FP&L -Florida Power do Light been fumished to GeoPoint Surveying, Inc. at the time of this plot plan. P-Plat FFE-Finish Floor Elevation Deed Book O.R.-Official Records Book Water Meter N-Water Valve 2. Roads, walks, and other similar items shown hereon were FLOOD ZONE: P.B.-Plat Book 0'I Hydrant taken from engineering plans and are subject to survey. The property shown hereon is on the FederalPg.-Page Elev.-Elevation RCOM-Reclaimed Water Meter RC04-Reclaimed Water Valve 3. Elevations shown hereon are in feet and are referenced to Emergency Management Agency's Flood Insurance Conc.-Concrete Cable Box the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). Rate Map Panel Number 12127C-0765H. in Flood BP -Brick Paver M -Telephone Box Zone ISWSidewalkE3-Electric Box 4. Proposed grades do finished floor elevations shown hereon FFE-Finished Floor Elevation 0-Utility Pole are from the construction plan for *11MDHAM PRESERVE', Cl -Curb Inlet GTl-Grate Top Inlet Guy Pole Light Pole City of Sanford Seminole County, Florida. P.U.E.-Public Utility Easement RCP -Reinforced Conc. Pipe Guy Anchor OU--Overhead Utilities 5. This Speck Purpose Survey is for the location and elevation of the formboards only (THIS IS NOT A BOUNDARY DESCRIPTION: LOT 201, according to the platPVC -Polyvinyl Chloride NCS-No Comer Set (Falls in Water) Storm Sewer Manhole G-Sanitary Sewer Manhole SURVEY) Of "WYNDHAM PRESERVE" according to the SF -Square Feet D.U.E.-Drainage/Utility Easement DYHo -Electric Handhole Coo -clean out Control Valve plat thereof as recorded in Plat Book 81, Page FMGD-MAG NAIL &DISK P.K.-Parker Kalon Nail YCVD4-Irrigation Sign 93 of the Public Records of Seminole County, SIR -Set 1/2" Iron Rod LB7768 WD4-Gate Water Valve FloridaSPKD-Set P.K. & Disk LB7768 Gas Meter FIR -Found 1/2: Iron Rod L87768 mm• t-Existing Grade FIP-Found 1/2" Iron Pipe L87768 a -Blow -off Valve FPKD-Found P.K. Nail & Disk LB7768,----Drainage Flow Direction 555 Winderley Place, Suite 109 FCM-Found 4'x4' Concrete Proposed Design Grade This certifies that a survey of the hereon described properlywasmadeundermysupervisionandmeetstheStandardsof Maitland, FL 32751 Monument PRM LB7778 Note: Some items in above le 1 As -Built/ a winq Grad licableyenmanotbeOpp Practice set forth by the Florida Board of Professional Phone: (321) 270-0440 Surveyors dr Mappers in Chapter 5J-17. Florida' Administrative Fax: (813) 248-2266 REVISIONS code, pursuant to Section 472.027. Florida Statutes. Licensed Business No. LB 7768 Description I Date I Dwn. Ck'd I P.C. I Order No. GeoPoint Surveying, Inc. JgKes D. Leviner LS6915 Drawn:I Checked:JDL P.C.: Data Flle:&LiaonEwt-Plat ORIDA PROFESSIONAL SURVEYOR dr MAPPER NO. ..............5 NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL Date:2/12/18 Dwg:Bmia ix&A-Ldl2o1 Order No.: ^' ED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER I SEC. 17 - TWN. 20 S. - RNG. 31 E I Field Bk: r-- M,4 FINAL BOUNDARY SURVEY 1-1- 31Q1 N WYNDHAM PRESERVE - LOT 201 mc II0 Z= o Q. v0i at c - a w WN 000' drwV J G O 6z as e o 00 -0 WYNDHAM PRESERVE m LOT 201 P13 81, PG 93) FIR n b Z LOT 198 SIR LOT 199 NORTH BOUNDARY LINE, OF LOT 261 LOT 202 i 115.00' N89'43'03T' ' /C s 9 - L is 25.3' iq.4 26.2' 63.5 I O 1 STORY o CONCRETE RESIDENCE N DRIVEWAY 1,0.0 o 0 3891 NIGHT HERON 17.3 PATIO n DRIVE PORCH 125.3u6i 1'0.0 FFE= 22.55' 12.3 CONC CIA N LOT 201 WALK I tp PAD v 26 2' ;' AREA 6,900 S.F. 0 I O 58.5 I I O hi L8 -Licensed usiness LEGEND:A0USS0-Access/Drainage/Utilities/Sidewalk BFP-8ockflow Preventer Sight Distance Easement S -Survey PRM-Permonent Ref. Monument R -Reported PCP -Permanent Control Point D -Description FP&L -Florid. Power & Light P -Plat FFE -Finish Floor Elevation D. . -Deed Book Water Meter O.R.-Official Records Book Da -Water Valve P.B. -Plat Book V-Fire Hydrant Pg. -Page RC® -Reclaimed Water Meter Elev. -Elevation RCD4-Reclaimed Water Valve Conc. -Concrete Coble Box SP-Brick Paver m-Telephone Box SW -Sidewalk 13-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 Conc. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride Storm Sewer Manhole NCS -No Corner Set (Foils in Water) m -Sanitary Sewer Manhole SF -Square Feet EHNo -Electric Handhole D.U.E. -Drainage/Utility Easement Coo -Clean Out FMGO -MAG NAIL & DISK P.K. -Parker Kolon Nail CVDG-Irrigation Control Valve I. SIR -Set 1/2' Iron Rod L87768 Sign WM Gate Water Valve SPKO -Set P.K. & Disk L87768 Gas Meter FIR -Found 1 /2' Iron Rod L87768 11. -Existing Grade FlP -found 1/2' Iron Pipe L87768 a -Blow-off Valve FPKD-Found P.K. Nail do Disk L87768 -*---Drainage Flow Direction FCM -found 4'x4' Concrete t 0.0 Proposed Design Grade Monument PRM L87778 1-As-Built/Existing GradNMSomeitemsinaboveIeaenAmaynothennnIcnhin L uescription I Date I Dwn.l Ck'd I P.C. I Order No. S89'43'03-W 115.00 LOT 200 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-woy, 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 NYNDHAM 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. mm U N 89'43'03" E 1.3' 25.00' in OR ri N a a 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" DESCRIPTION: LOT 201, 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 Surve : 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 5J-17, Florida Administrative Licensed Business No. LB 7768 code, pursuant to Section 472.027, Florida Statutes. GeoPoint Surveying, Inc. Jd`mes D. LONAL S LS6915 Drawn: MTP Checked:JDL P.C.: Data Flle:erbaonEod-PlatFLORIDAPROFESSIONALSURVEYORgMAPPERN0. .................. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL Date: 5/29/18 Dwg: Br onrad-1a1201 Order No.: RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SEC. 17 - TWN. 20 S. - RNG. 31 E. Fleld 8k: