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509 Red Rose Ln 18-666; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100001 DATE: February 20, 2018 BUILDING APPLICATION #: 18-10000135 BUILDING PERMIT NUMBER: 18-10000135 UNIT ADDRESS: RED ROSE LANE 509 21-19-30-510-0000.3090 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DRIVE SUITE 350 MAITLAND FL 32751 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 509 RED ROSE LANE / THORNBROOKE PHASE 4 SFR 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-COLLECTOyS Single Family N/A Housing 00 1.000 dwl unit 00 FIRE ESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family SCHOOLS Housing 54.00 1.000 dwl unit 54.00 Single Family CO-WYDE ORD Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS N/A 00 LAW ENFORCE N/A DRAINAGE N/A 00 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE Parcel ID Number: a, (— Prepared By Kim Carter and Taylor Morrison Homes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. al'r ldl rIALOYr `3ENIMLE C."010*FY CLERv OF CIRCUIT COl1RT & CONFTROLLER CLERK'S x 2018012390 ORDER +13 5;D'11 PM t E:ARDIM FEES RECORDED BY i jl 1. cr The undersigned hereby gives notice that improvements 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 : LOT Legal Description: Thornbrooke Phase -1-1 according to the plat thereof, as recorded in Plat Book_?( Page IL 11of the public records of Seminole County, Florida. Addresses : 5509 t2ed aSe ^--- Sanford FL l 2. General description of improvements : Single Family Home 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 Fee Simple Title Holder: N.A. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety: N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself , Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. 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 INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. Date Signed:441— Signature of Owner's Agent: Jo Asa Wright Taylor Morrison of Florida Inc Sworn to and subscribed before me this by John Asa Wright who is personally known to me. Notary Public DA Clark + a . D.A.CLARK M commission expires: 6/27/19 MY COMMISSION 0 7, 20108 Y * * EXPIRES: June 27, 2019 Serial NdC ` F p Y GRArjT MALOY .^ N ' nature: . of R NO 'Senkd r Y CIRCUITCOURT AN CMAPT If t SEMIN H _ a.,.v.._-- DEPUTY CLERK 3^ B CITY OF SANFORD FE®u BUILDING & FIRE PREVENTION- s PERMIT APPLICATION Application No • (P Documented Construction Value: $ `` 2,2q Zo-,.° Job Address: a )w 9 l G1 Historic District: Yes No Parcel ID:.,y'-19-30- SID -0000- kf 0 Residential 5 Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use, Move Description of Work: NEW SINGLE FAMILY HOME THORNEBROOK PHASE 7 LOT NUMBER: 3_ 61 Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property? : NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Name: Street: City, St, Zip: Bonding Company: N/A Address: Fax: State License No.: CBC1257462 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: N/A Address: WARNING TO, OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVJEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51n Edition (2014) Florida Building Code Revised: June 30, 2015 t 25, t 3 1 2 / 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. k Z 114-- S76 ure of Owner/D to TAYLOR MORRISON OF FLORIDA INC Print Owner/Agent's Name Z Signature of NotaY4to of Florida Dat ttpr au D. A. CLARK MY COMMISSION 4 FF 2D9106 EXPIRES: June 27, 2019 aFds O SondedThraS MIN/Strvras Owner/Agent is YFS Personally Known to Me or Produced ID N/A Type of ID 14,4 -7,11 gnat -re of Contractor/Agent Date JOHN ASA WRIGHT Print Contractor/Agent's Nai Signature of Notary -State of Florida Da D. A CLARK MY C01WMISSION i FF 209108 EXPIRES; June 27, 2019 aai*TMuBuO 0400, @ryK4 Contractor/Agent is YES Personally Known to Me or Produced ID NIA Type of ID P&E mits Required: Building f R Electrical [o' Mechanical®- Plumbing' Gas Roof Construction Type: -41& Occupancy Use: t23 Flood Zone: C Total Sq Ft of Bldg: Z 1-1 --6 Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps 1 SO Plumbing - # of Fixtures \ —1 Fire Sprinkler Permit:. Yes No of Heads APPROVALS: ZONING- l`D UTILITIES: ENGINEERING: OtT— Z-" i3 `l 6 FIRE: Ok to construct single family homeCOMMENTS: with setbacks and impervious area shown on plan. 55 " (o i Mp mox-co - J , 6r L Fire Alarm Permit: Yes Noff WASTE WATER: BUILDING: G-- 3. 2$ •c $ Revised: June 30, 2015 Permit Application m - CITY OF ANFORD EB U BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No • Q U "- b to Documented Construction Value: $ 12)d 762 Job Address: 5-6 t e'ed e6s4e' Let K A- Historic District: Yes No Parcel ID:. XA 9-30-. 6'10 -0000- 30 f - 0 Residential R . Commercial Type of Work: New El Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME - THORN BROOK PHASE 7 LOT NUMBER Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Fir,! 1 i' (i1 0-11111pWrillum'' 11 Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE #200 Resident of property? : City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Name: Street: City, St, Zip: Bonding Company: N/A Address: Phone: 407-257-6940 Fax: NO State License No.: CBC1257462 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVYMENTS TO, YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. k Z Si atureofOwner/Agent 13to TAYLOR MORRISON OF FLORIDA INC Print Owner/Agent's Name v Q Signature ofNotarydWteofFlorida Dat yo- VAY P;er. D. A CLARK MY COMMISSION I FF 209108 EXPIRES: June 27, 2019 BonmThNBu* 1NW/ 92fVell Owner/Agent is YFS Personally Known to Me or Produced ID N/A Type of ID i gnature of Contractor/Agent Date JOHN ASA WRIGHT Print Contractor/ Agent's NaWV Signature of Notary -State of Florida Da Yp My COMMISSION I FF 209108 EXPIRES: June 27, 2019 J''Focno e Bonded Thru Bu*f t4;0ry Senkz Contractor/Agent is YES Personally Known to Me or Produced ID NVA Type of ID BELOW IS FOR OFFICE USE ONLY PllYmits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit:. Yes No # of Heads APPROVALS: ,,QNING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: 11 Z — as WASTEWATER: BUILDING: Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE TAYLOR MORRISON SFR-DETACHED Permit 4 BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Prepour 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence Address: ELECTRICAL.PERMIT .. Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECH>ANICALPERIVIIT Max z'''N^ u ; s s Inspection Descri tionMin 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 87 t4 City of Sanford Planning and Development Services Engineering Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com Property Address: 509 Red Rose Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-0000-3090 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: E New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) W"1111111111 am aSt d I) Ri I,,, I_ 9% r wufs—" lu, QFFIC USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: E floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP#18-666 Reviewed by: Michael Cash, CFM Date: February 13, 2018 0 n d Application for Right -of -Way UseOforDriveway,Walkway & Landscape oaIo Y N F —18R L) Department of Planning & Development Services www.sanfordn.gov 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. 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 size and location of the existing right—of-way and use shall be provided or application could be delayed. w what's below. S 7 Call 6efareyou dig. 1. Project Location/Address: U2 *-.e-- 3 a't 2. Proposed Activity: Driveway Walkway Other: 3. Schedule of Work: Start Date CeDf Completion Date Emergency Repairs 4. Brief Description of Work: -+ /A AY AX AIS / / &C?, This application is submitted by: Property Owner. / y,pp/( ,[ Signature: Print Name: JN/J d (/O IUCOW ,-7y/ilk—S Address:: Is a Nk vImilm y it E Phone: 407^2o7" 6?4 0 Fax- Date: t Maintenance Responsibilities/ Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said instailationAmprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, orany general maintenance activities by the City becomes in conflict with the above permitted activity, the pernittee 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 improve- ment 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 employees appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney' s fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right- of-way. I have read and understand the above statement and by signing this application I agree to its terms. I hereby understand and agree to pay all city fees related to this application as required by the city's adopted Fee Resolution. Signature: / Date: 2— This permit shall be posted on the site during construction. Please call 407. 688.6080, Ext. 5401.24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: aupiuumni cu w ROW Use Ddveway.pdf 0 e SCPA Parcel View: 21-19-30-510-0000-3090 http://parceldetail.scpafl.org/Parce]Detaillnfo.aspx?PID=2119305100... Parcel Information Value Summary Parcel 21-19-30-510-0000-3090 Owner TAYLOR MORRISON OF FL INC Property Address 509 RED ROSE LN SANFORD, FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 j Subdivision Name THORNBROOKE PHASE 4 Tax District S1-SANFORD DOR Use Code Exemptions 00-VACANT RESIDENTIAL Seminole County GIS i We2018 Values Valuation Method Cost/Ma Number of Buildings 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) i $26,050 Land Value Ag ust/MarketValue'* 26,050 Portability Adj Save Our Homes Adj 0 Amendment 1 Ad' 24,241 P&G Adj 0 Assessed Value 1,809 Tax Amount without SOH: 2017 Tax Bill Amount Tax Estimator Save Our Homes Savings: Does NOT INCLUDE Non Ad Valorem 1 of 2 2/1/2018, 11:05 AM REQUEST FOR TUG & PR.EPOWER AGREEMENT Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: Project Name: Project Address: t7-1 2 SQ-y"2- Ctz Ja7-7 Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been.issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including 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. Print Name of Ownerrfer4nt gnature of Owner/Te t. JURISDICTION EMPLOYEE NAME: 6tA,5k Print Name of Gen. Co actor gnature of Gen. C or BCl2 57-'/62 Gen. Contractor License # u cPrint Name of El. Contractor L ) O a _; Signature of El. Contractor EC00aolagg El. Contractor License # CALLED INTO: 'a Progress Energy Florida Power and Light on '/ <.:/ Rev. 4/20/07) A RECORD CO; , FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE.FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot309ThornebrookMarcoBGRS Builder Name: Taylor Morrison Street: 5091 p C Permit Office: M City, State, Zip: FL , $dw 4O%.pl 3j'"j/ Permit Number: 1R8 6 166 nOwner: Jurisdiction: 15 0 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (1706.4 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1423.30 ft2 b. Frame - Wood, Adjacent R=13.0 283.11 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1589.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1589.00 ft2 6. Conditioned floor area above grade (ft2) 1589 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(288.1 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Garage 6 317.8 a. U-Factor: Dbl, U=0.34 240.11 ft2 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 48.00 112 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 34.2 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 32.8 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 3.413 ft. Area Weighted Average SHGC: 0.312 14. Hot water systems a. Electric Cap: 50gallons 8. Floor Types (1589.0 sqft.) Insulation Area EF: 0.950950 a. Slab -On -Grade Edge Insulation R=0.0 1589.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Total Proposed Modified Loads: 49.85 Glass/Floor Area: 0.181 PASS Total Baseline Loads: 51.87 7 7 1 hereby certify that the plans and specifications covered by Review of the plans and oTJJE STq? this calculation are in compliance with the Florida Energy specifications covered by this y ,! _ Code. - calculation indicates compliance Florida Code.O withtheEnergyPREPARED BY: Before construction is completed4 DATE: 11_1.9/1.8 this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. COD withtheFloridaEnergyCode.OWN yy, i; TF' BUILD 7- DATE ING OFFICIAL, DATEER/AGENT: ZO Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 1/ 19/2018 3:58 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot309ThornebrookMarcoBG Bedrooms: 3 User Conditioned Area: 1589 Total Stories: 1 1 Worst Case: No Taylor Morrison Rotate Angle: 0 Cross Ventilation: No 691500 Whole House Fan: No Single-family New (From Plans) Address Type: Street Address Lot # Block/Subdivision: PlatBook: Street: County: Seminole City, State, Zip: FL , CLIMATE V Design Location Design Temp TMY Site 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO INTL AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1589 14777.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1589 14777.7 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 152.5 ft 0 1589 ft2 0.54 0 0.46 ROOF v # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Emitt Deck Tested Tested Insul. Pitch deg) 1 Gable or Shed Composition shingles 1771 ft2 390 ft2 Medium 0.85 N 0.85 No 0 26.2 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RIBS IRCC 1 Full attic Vented 300 1589 ft2 Y N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1589 ft2 0.11 Wood 1/19/2018 3:58 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt To Wall Type- Space R>V_alue F_t-In F_t-In Area R=Value-Eraction-Absor. Grade% - 1 S Exterior Concrete Block - Int Insul Main 4.1 11 0 9 4 102.7 ft2 0 0 0.6 0 2 E Exterior Concrete Block - Int Insul Main 4.1 49 6 9 4 462.0 ft2 0 0 0.6 0 3 N Exterior Concrete Block - Int Insul Main 4.1 30 0 9 4 280.0 ft2 0 0 0.6 0 4 W Exterior Concrete Block - Int Insul Main 4.1 62 0 9 4 578.7 ft2 0 0 0.6 0 5 - Garage Frame - Wood Main 13 30 4 9 4 283.1 ft2 0 0.23 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Wood Main None 25 3 8 24 ft2 2 Wood Main None 25 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 S 1 Vinyl Low-E Double Yes 0.34 0.31 N 4.0 ft2 6 ft 0 in 2 ft 0 in Drapes/blinds None 2 E 2 Vinyl Low-E Double Yes 0.34 0.31 N 6.9 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds Exterior 5 3 E 2 Vinyl Low-E Double Yes 0.34 0.31 N 39.1 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds Exterior 5 4 E 2 Vinyl Low-E Double Yes 0.34 0.31 N 6.0 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds None 5 N 3 Vinyl Low-E Double Yes 0.34 0.31 N 39.1 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds Exterior 5 6 N 3 Vinyl Low-E Double Yes 0.34 0.31 N 39.1 ft2 8 ft 0 in 0 ft 0 in Drapes/blinds Exterior 5 7 N 3 Metal Low-E Double Yes 0.58 0.32 N 48.0 ft2 8 ft 0 in 0 ft 0 in Drapes/blinds None 8 W 4 Vinyl Low-E Double Yes 0.34 0.31 N 78.1 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds Exterior 5 9 W 4 Vinyl Low-E Double Yes 0.34 0.31 N 28.0 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 403 ft2 403 ft2 64 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 1724.1 94.65 178 302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.5 32.8 kBtu/hr 1 sys#1 1/19/2018 158 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 34.2 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ftz 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 6 317.8 ft Attic 79.45 ft Default Leakage Garage Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Feb Mar A r Ma Jun Jul Au Se Oct v Dec Heatin Jan Feb X} Mar Apr May jXjJun Julrl jXjAu Xj Sep Oct NovHNo X Dec Ventin Jan Feb X]] Mar t A r [ l Ma Jun Jul Aug Se [ t Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 1/19/2018 3:58 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 96 The lower the EnergyPerformance Index, the more efficient the home. FL, 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 1423.30 ft2 b. Frame - Wood, Adjacent R=13.0 283.11 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1589.00 ft2 Conditioned floor area (ft2) 1589 b. N/A R= ft2 c. R= ft2 7. Windows" Description Area 11. Ducts R ft 2 a. U-Factor: Dbl, U=0.34 240.11 ft2 a. Sup: Attic, Ret: Attic, AH: Garage 6 317.8 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 48.00 ft2 SHGC: SHGC=0.32 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 34.2 SEERA5.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 32.8 HSPF:8.50 Area Weighted Average Overhang Depth: 3.413 ft. Area Weighted Average SHGC: 0.312 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1589.00 ft2EF: a. Electric 0.95 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: _4 Date: ,;2- 1(f Address of New Home:..a9 j Q 4e (,,,t, City/FL Zip: .344,, 3 y'1'7 J i v 1 fillfjl_ w t1'•1 t-o y Cot) t wrt Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/19/2018 3:59 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Manual S Compliance Report Job: LoQ09ThornebrookMarc... QDEL-Almm Date: 6/4/2014 RUM- AIR CONORIONNI6 Entire House By: BENTLEY DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison 509 Red Rose Lane, Sanford, FL 32771 Design Conditions Outdoor design DB: 92.5°F Sensible gain: 27887 Btuh Entering coil DB: 77.8°F Outdoor design WB: 76.3°F Latent gain: 4442 Btuh Entering coil WB: 63.9°F Indoor design DB: 75.0°F Total gain: 32329 Btuh Indoor RH: 50% Estimated airflow: 1160 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Lennox Model: 14HPX-036-230-19+CBA27UHE-036-230'++TDR Actual airflow: 1160 cfm Sensible capacity: 28837 Btuh 103% of load Latent capacity: 4602 Btuh 104% of load Total capacity: 33439 Btuh 103% of load SHR: 86% Design Conditions Outdoor design DB: 41.7°F Heat loss: 25146 Btuh Entering coil DB: 69.1 OF Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-036-230-19+CBA27UHE-036-230'++TDR Actual airflow: 1160 cfm Output capacity: 32182 Btuh 128% of load Capacity balance: 35 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1160 cfm Output capacity: 7.3 kW 99% of load Temp. rise: 50 OF Meets are all requirements of ACCA Manual S. WI"1 Ilt:$oft' 2018-Jan-1915:33:57 i= 9 Righl-Suile® Universal 2017 17.0.23 RSU24011 Page 1 ACC*...nebrookMarcoBGRS\Lot309ThornebrookMarcoBGRS.rup Calc = MJ8 House faces: S EL -AIR Component Constructions Job: Lot309ThornebrookMarcjQD... Date: 6/4/2014 HEATING• AIR CONDITIONING Entire House By: BENTLEY DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison 509 Red Rose Lane, Sanford, FL 32771 Location: Indoor: Heating Cooling Orlando Intl AR FL, US Indoor temperature (OF) 70 75 Elevation: 95 ft Design TD (IF) 28 18 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4 Dry bulb (°F) 42 93 Infiltration: Daily range (IF) - 17 ( M) Method Simplified Wet bulb (OF) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Walls 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board int fnsh Or Area Ll-value ft Btuh/ftl-°F n 135 0.201 e 410 0.201 s 75 0.201 w 473 0.201 all 1092 0.201 Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" 265 wood frm, 16" o.c. stud Windows 2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n 48 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 50% drapes, medium; 8 ft overhang (8 ft window ht, 0 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, n 58 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1.33 ft e 39 overhang (6.3 ft window ht, 0.67 ft sep.); 6.67 ft head ht w 78 w 28 all 203 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, n 39 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 8 ft overhang (6.3 ft window ht, 0 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, cir innr, 1/4" gap, e 7 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1.33 ft overhang (3.2 ft window ht, 0.67 ft sep.); 6.67 ft head ht 2B-2fv: 2 glazing, cir low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, e 6 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1.33 ft overhang (2 ft window ht, 0.67 ft sep.); 6.67 ft head ht 2B-2fv: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, s 4 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 6 ft overhang (2 ft window ht, 2 ft sep.); 6.67 ft head ht 0.091 0.580 Insul R Htg HTM Loss Clg HTM Gain ft-F/Btuh Btu h/ft' Btuh BtuhW Btu 0 5.69 767 4.35 586 0 5.69 2332 4.35 1784 0 5.69 425 4.35 325 0 5.69 2690 4.35 2058 0 5.69 6214 4.35 4754 13.0 2.58 683 1.44 382 0 16.4 788 14.9 717 0.340 0 9.62 561 10.6 617 0.340 0 9.62 374 29.0 1126 0.340 0 9.62 748 29.0 2252 0.340 0 9.62 268 29.0 806 0.340 0 9.62 1950 23.7 4800 0.340 0 9.62 374 10.6 411 0.340 0 9.62 67 27.6 192 0.340 0 9.62 58 26.0 156 0.340 0 9.62 38 10.6 42 2018-Jan-19 15:33:57 rF Wrlght:SOft-,. Right -Suite® Universal 2017 17.0.23 RSU24011 Page 1 nebrookMarcoBGRS\Lot 309ThornebrookMarcoBGRS.rup Calc = MJ8 House faces: S Doors 11 DO: Door, wd sc type Ceilings 16CR-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceiI ins, 1/2" gypsum board int fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth s 24 0.390 0 11.0 265 12.0 288 n 18 0.390 0 11.0 197 12.0 214 all 42 0.390 0 11.0 462 12.0 502 1592 0.032 30.0 0.91 1442 1.42 2254 153 0.989 0 28.0 4268 0 0 Wrhtsoft' 2018- Jan-1915-33:57 l 9 Right-Suile® Universal 2017 17.0.23 RSU24011 Page 2 ACCA... nebrookMarcoBGRS\Lot309ThornebrookMarcoBGRS.rup Calc = MJ8 House faces: S Project Summary Job: LoMSIThornebrookMarcELAIR ... Date: 6/4/2014 HEATHIG•AtRCGHOnIGHRIG Entire House By: BENTLEY DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison 509 Red Rose Lane, Sanford, FL 32771 Notes: 12/24/14 GCR RVSD 8/2/16 JA LS 2/27/17 JA LS 3/3/17 JA Weather: Orlando Intl AR FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 IF Design TD 28 IF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Structure 19262 Btuh Ducts 5884 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 25146 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Cooling Area (ft2) 1589 1589 Volume (ft3) 14853 14853 Air changes/hour 0.38 0.20 Equiv. AVF (cfm) 94 50 Heating Equipment Summary Make Lennox Trade MERIT Model 14H PX-036-230-19 AH R I ref 10258589 Sensible Cooling Equipment Load Sizing Structure 18721 Btuh Ducts 9166 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 27887 Btuh Latent Cooling Equipment Load Sizing Structure 2557 Btuh Ducts 1885 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 4442 Btuh Equipment Total Load (Sen+Lat) 32329 Btuh Req. total capacity at 0.75 SHR 3.1 ton Cooling Equipment Summary Make Lennox Trade MERIT Cond 14HPX-036-230-19 Coil CBA27UHE-036-230'++TDR AHRI ref 10258589 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 25650 Btuh Heating output 32800 Btuh @ 470F Latent cooling 8550 Btuh Temperature rise 26 IF Total cooling 34200 Btuh Actual air flow 1160 cfm Actual air flow 1160 cfm Air flow factor 0.046 cfm/Btuh Air flow factor 0.042 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.86 Capacity balance point = 35 IF Backup: Input = 7 kW, Output = 24786 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Jan-19 15:33:57 Wrightsoft' Right-SuiteOO Universal 2017 17.0.23 RSU24011 ACCK Page 1 nebrookMarcoBGRS\Lot309ThornebrookMarcoBGRS.rup Calc = MJ8 House laces: S DEL -AIR Right-JO Worksheet HFATAM • AM COMnOMNG Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone:407-333-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot309ThornebrookMarcoB... Date: 6/4/2014 By: BENTLEY 1 Room name Entire House MASTER SUITE 2 Exposed wall 152-5 It 27.5 It 3 Room height 9.3 It 9.3 It heat/cool 4 Room dimensions 14.5 x 13.0 it 5 Room area 1592.0 ft2 188.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft? °F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A 2ocs 2A 2omd 0 580 6 1614 9, 43r r 586 135 0 438 0 335 Q: 2A 2ov 0340 n" 962 10.58 58 0 561 61758 2A- 2ov 9.62 39 0 374 411,.,,., m0 E 0 0' 0 11 Vh13A-20cs 0.201 a 5.69 10 58 4. 35 462 410 2332 1784 121 121 690 528 2A- 2ov 0.340 e 9.62 27.64 7 1 67 192 0 0 0 0 2A- 2ov 0.340 e 9.62 28.98 39 3 374 1126 0 0 0 0 2B- 2tv 0.340 e 9.62 26.01 6 1 58 156 0 0 0 0 13A 2ocs0 2B 2tv 201 s 5 69 s 4.35 v 103 4 mm75 4 425 38 325 42 0 0 00 0. 390 ssr1.1:04° 24 24,. 265.,,., 288 i.,' 0 N 0 13A- 2ocs 2A- 2ov 0. 201 0. 340 w w 5. 69 9. 62 10: 99 4. 35 28. 98 578 78 473 5 2690 748 2058 2252 W u0 0 a 0 0 0 0 0 0 2A- 2ov 0.340 w 9.62 28.98 28 2 268 806 0 0 0 0 P. 12C Osw 1t. DO 0 091 2.58 1.44 a 283 265 683382 0, C u 16CR- 30ad 039, a. 0. 032 11... 04 0. 91 11__ 99_ 1. 42 1. 8 1592 1_ 8-1.9.7_ 1592 1442 2]_ 4. 2254 s. 0 189 0.- r.•,,. 189 0, 171 0_ 267 F 22A tpl 989 E.. 27 99 0.00 1592 1M 4268 asa"28 0 F W" mot«. zy ,, t::.?4,y•,i xxe w; s:. ice., F, i"•" a' , ,r .. xE,_ 77 ea. Via.' 6 c) AED excursion 610 165 Envelope loss/gain 16343 14821 2629 1581 12 a) Infiltration 2918 950 526 171 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 1 230 Appliances/ other 1800 0 Subtotal ( lines 6 to 13) 19262 18721 3155 1983 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 19262 18721 3155 1983 15 Duct loads 131 49 % 5884 9166 31 % 49 % 964 971 Total room load 25146 27887 4119 2954 Air required (cfm) 1160 1160 190 123 Calculations aDDroved by ACCA to meet all requirements of Manual J 8th Ed 414- w r ig h tsvft- 2018-Jan-19 15:33:57 ACCA Right - Suite@ Universal 2017 17.0.23 RSU24011 Page 1 nebrookMarcoBGRS\ Lot 309ThornebrookMarcoBGRS.rup Calc = MJ8 House faces: S DEL -AIR Right-M Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot309ThornebrookMarcoB... Date: 6/4/2014 By: BENTLEY 1 Room name FAMILY RM MASTER BATH 2 Exposed wall 29.5 it 10.0 it 3 Room height 9.3 it heat/cool 9.3 it heat/cool 4 Room dimensions 15.5 x 14.0 it 9.5 x 10.0 it 5 Room area 217.0 ft2 95.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Bluh/ft2-°F) Btuh/ft2) or perimeter it) Btuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A 2ocs W 0 201 n : 5 69 4.35 145 58 329 s``' 251 0 0 0 0 2A 2omtl 2A-2ov 0 580 0 340 n ; n, 16 4t 9 62 14.93 10.58 48 0 0 0 788 0 717 0, 0 0 0 0 0 0 0 0 2A 2ov ,.,. 0.340 Emn ? 5.69 4.35 0 0 0 0 93 86 491 376 2A-2ov 0.340 e 9.62 27.64 0 0 0 0 7 1 67 192 2A-2ov 0.340 e 9.62 28.98 0 0 0 0 0 0 0 0 2B-2fv 0.340 e 9.62 26.01 0 0 0 0 0 0 0 0 13A 2ocs 0 201 s' 5 69 4'35 0 00 0 0 0 0 r 0 11D 0:, 26 2(v 0 340s 9 62 z10.58 0 gar 0 00 k 0 0 0 0' 0:390 s 11.04_ 11t99.._ M,,,. p 0< 0, 0.. LO 0: sn A 0 13A-2ocs 0.201 w 5.69 4.35 131 111 633 484 0 0 0 0 2A-2ov 0.340 w 9.62 28.98 19 1 187 563 0 0 0 0 I 2A-2ov 0.340 w 9.62 28.98 0 0 0 0 0 0 0 0 P = 12C Osw 4 0 09ta i 2 58 1 44 0 k 0 p 0 w 0 0 0 1J .99 0 Q 1_,-0'_ O... O 0 f. .' 0- C 16CR-30ad 0.032 0.91 1.42 217 217 197 307 95 95 86 135 F#" i22A-tpl'.` 0:989 2799.. 0.00y..:: 217 30. 826: 0 i 95 10`..a280 e"::' 3 'k 6"'"_'a': S: o':".+i.Aewi-m'.'¢'- I.. SEr°3:, j• rss'.,.G . r:. : ix, i x:.>...i r .i 5,i" `w;'r Ao-... m... a$i •• a?+F,-: ' e S'.•i' 3dlc'z ;'......_ 3. .,:i. Xd 43ettA S,: i,$.n ep 6i u.'r n...., - s-t Et i vav-x t'br.0 vw, 6 c) AED excursion 211 8 Envelope loss/gain 3332 2522 924 694 12 a) Infiltration 565 184 191 62 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 3 690 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 3896 3395 1115 756 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3896 3395 1115 756 15 Duct loads 31 % 49% 1190 1663 31 % 49%1 341 370 Total room load 5087 5058 1456 1126 Air required (cfm) 235 210 67 47 Calculations aDDroved by ACCA to meet all requirements of Manual J 8th Ed w rig h tS oft- 2018-Jan-19 15:33:57 4GCk Right -Suite® Universal 2017 17.0.23 RSU24011 Page 2 nebrookMarcoBGRS\Lot309ThornebrookMarcoBGRS.rup Calc = MJ8 House faces: S q DEL -AIR Right-M Worksheet HEATI , AIR COI1IN1 UMB Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot309ThornebrookMarcoB... Date: 6/4/2014 By: BENTLEY 1 Room name MASTER WIC BED 2 2 Exposed wall 0 it 10.5 it 3 Room height 9.3 it heat/cool 9.3 it heat/cool 4 Room dimensions 5.0 x 10.0 it 13.5 x 10.5 it 5 Room area 50.0 ft2 141.8 ft2 Ty Construction Ll-value Or HTM Area (w) Load Area (ft2) Load number Btuh/ftz °F) Btuh/ft2) or perimeter (it) Btuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6' 2A2omd 0 201 0 580n n 5 69 tay1641 4 35 a 1493 00 0 0 0 x 0 0 0 0 M, 0 0 0, 3402A2ou , ,,,, s 0 n>_ 9162 1058 0?....,', 0 0 0 0 0 e 11 Vh13A-2ocs 0.201 e 5.69 4.35 0 0 0 0 98 79 447 342 2A-2ov 0.340 a 9.62 27.64 0 0 0 0 0 0 0 0 2A-2ov 0.340 e 9.62 28.98 0 0 0 0 19 1 187 563 2B-2fv 0.340 e 9.62 26.01 0 0 0 0 0 0 0 0 13A 2ocs , 0 201 s 5 69 4 35 0 0 0 0 0 0 0 0. 2B 2iv 0 340 s,. 9-62 10.E 0 00 0 0 0 0 11D0 0.390 s 1t.04 I I .11-99 w-. =0 0 0 0 13A-2ocs 0.201 w 5.69 4.35 0 0 0 0 0 0 6 0 G 2A-2ov 0.340 w 9.62 28.98 0 0 0 0 0 0 0 0 I 2A-2ov 0.340 w 9.62 28.98 0 0 0 0 0 0 0 0 P'12COsw; s 0091 2:58 1:44 0 0 0'" 0 0 0 0 r« ;0 11 Q0. ' Q 390. o__' 1i_.0_4 11..99 0 0 0. 0 0 0 0_ 0 C 16CR-30ad 0.032 0.91 1.42 50 50 45 71 142 142 128 201 F '" . 22A=tp1 .._'< ' 0.989 xvi2799 000;: 50 0 0 0 142 11 294 s70 1L' 9d#zmv ,,: z4ts..,L:sA r fi 4. %,"" s ........ Y; A« F777- wad cz,.,.: a4xe+2... s<< ai n c) AED excursion 5 866 Envelope loss/gain 45 65 1056 1191 12 a) Infiltration 0 0 201 65 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 45 65 1257 1257 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 45 65 1257 1257 15 Duct loads 31 % 49 % 14 32 31 % 49 % 3841 615 Total room load 59 97 1641 1872 Air required (cfm) 3 4 76 78 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 411- Wrights"ft' Ri hl-Suile® Universal 2017 17.0.23 RSU24011 2018-Jan-19 15:33:57 9 Page 3 nebrookMarcoBGRS\Lot 309ThornebrookMarc oBGRS.rup Calc = MJ8 House faces: S I.QDEL-AIR Right-M Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot309ThornebrookMarcoB... Date: 6/4/2014 By: BENTLEY 1 Room name BATH 2 BED 3 2 Exposed wall 5.5 it 10.5 It 3 Room height 9.3 It heat/cool 9.3 ft heat/cool 4 Room dimensions 13.5 x 5.5 It 13.5 x 10.5 It 5 Room area 74.3 ft2 141.8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-OF) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A 2ocs 0.201 n 5.69 4.35 0 g0 0 0 >: 0 0 0 0' 2A 2omd 0 580 n 16 4f 14 93 0 0 0 0 0 0 0 0 2 2ov 0 340 r 9 62 10r58 0 0 0 0 0_ 0 00; 2A 2ov'__,_ 0 340 n"'•` 9.62 10f58 0 0 _ 0 0 _ 0 0 _ 0 0 11 WI 13A-2ocs 0.201 e 5.69 4.35 51 45 258 197 98 79 447 342 2A-2ov 0.340 e 9.62 27.64 0 0 0 0 0 0 0 0 2A-2ov 0.340 e 9.62 28.98 0 0 0 0 19 1 187 563 2B-2fv 0.340 e 9.62 26.01 6 1 58 156 0 0 0 0 13A26cs 26 2f v. 0201 0 340 s s 5.69 9.62 435 10 58 VA 0 0 0 0 0 0 0 °-' 0,' 0 0 0 0 Q 0 0' 11.04 11 99 0 0 0 - 0 0 ' p 13A-2ocs 0.201 w 5.69 4.35 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.62 28.98 0 0 0 0 0 0 0 0 LL-G 2A-2ov 0.340 w 9.62 28.98 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.58 1.44 0 0 0 0 126 126 324 182 L-p'11tD0 390. n 11..04 11..99 0 0 w0 0.__'_0`,_ 0. 0- 0 C 16CR-30ad 0.032 0.91 1.42 74 74 67 105 142 142 128 201 0.989 27:99 0.06 4M`,, :F 74 6 154 0 142 v11 294 0' a 1e 6 c) AED excursion 7 72 Envelope loss/gain 537 451 1380 1359 12 a) Infiltration 105 34 201 65 b) Room ventilation 0 01 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 642 486 1581 1424 Less external load 01 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 642 486 1581 1424 15 Duct loads 1 31 % 49% 196 238 31 % 49% 4831 697 Total room load 838 723 2064 2122 Air required (cfm) 39 30 95 88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w r ig h tsoft- 2018-Jan-19 15:33:57 1GGA Right -Suite@ Universal 2017 17.0.23 RSU24011 Page 4 nebrookMarcoBGRS\Lo1309ThornebrookMarcoBGRS.rup Calc - MJ8 House faces S 43 DEL-AIR Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot309ThornebrookMarcoB... Date: 6/4/2014 By: BENTLEY 1 Room name KITCHEN DINING/LIVING 2 Exposed wall 14.0 It 32.5 It 3 Room height 9.3 it heat/cool 9.3 ft heat/cool 4 Room dimensions 1.0 x 222.0 ft 1.0 x 419.8 ft 5 Room area 222.0 ft2 419.8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-°F) Btuh it2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross I N/P/S Heat I Cool Gross I N/P/S Heat I Cool 6 43A-2ocs t 2A-2omd 0 201 0.580 n n 5.69 16.41 4 35 14 93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 11 2A 2ov 2A-2ov _' 13A-2ocs 0 3 W 0 340 0.201 nth n__ e 9 62 9 62 5.69 10.58 10'S8 4.35 0 0_ 0 0 0 0 0 0 .._-- 0 0 0 0 0 0 0 0 s, . 0 0 x, 0' 0' 0 0 0, 01 2A-20v 0.340 e 9.62 27.64 0 0 0 0 0 0 0 0' 2A-2ov 0.340 e 9.62 28.98 0 0 0 0 0 0 0 0Vh ', 2B-2fv 0.340 e 9.62 26.01 0 0 0 0 0 0 0 0! 13A 2ocs 1 D 2ocs ' - 0 201 0 20 s ' 5.69 lsas 4:35 11.99 0 0 0 0 D _... 0 440 47 23 129 99, 8s 31Ivw130- 254 98 1268 G 2A-2ov 0.340 w 9.62 28.98 0 0 0 0 58 4 561 1689 , L 2A-2ov 0.340 w 9.62 28.98 28 2 268 806 0 0 0 0' 61 c) AED excursion 12661 1 703 Envelope loss/gain 1445 1834 3608 4367 12 a) Infiltration 268 87 622 202 b) Room ventilation 10 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 1200 0 Subtotal (lines 6 to 13) 1713 3122 4230 4800 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1713 3122 4230 4800 15 Duct loads 1 31 % 49 % 523 1528 31 % 49 % 1292 2350 Total room load 2237 4650 5523 7150 Air required (cfm) 103 193 255 297 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlghtsoft` 2018-Jan-1915:33:57 Right -Suite® Universal 2017 17.0.23 RSU24011 Page 5 nebrookMarcoBGRS\Lot309ThornebrookMarcoBGRS rup Calc - MJ8 House faces: S DEL -AIR Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone:407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot309ThornebrookMarcoB... Date: 6/4/2014 By: BENTLEY 1 Room name UTILITY 2 Exposed wall 12.5 It 3 Room height 9.3 It heat/cool 4 Room dimensions 6.0 x 7.0 It 5 Room area 42.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area Load number Btuh/ft? °F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-2ocs 0.201 n 5[`69 4 35 0 0 0 0 2A-2omd 0.580 n 16r41 jft14 93 0 0 0 2A 2ov 0.340 n 9.62 10 58 0 0 0 0 Q 2A- 2ov.0.340 n 9.62 10 580 0 11 Wf 13A-2ocs 0.201 e 5.69 4.35 0 0 0 0 0 2A- 2ov 0.340 e 9.62 27.64 0 0 0 0 2A- 2ov 0.340 e 9.62 28.98 0 0 0 0 2B- 2fv 0.340 e 9.62 26.01 0 0 0 0 13A 2ocs= 2B 2fv 0 201 0 340 s s 5 69 9 62 4 35 10 58 w k 56 m44 52 296 38 226 42;; 11 D0_ 0 390 s 1.1.04 11.99 a 0 0 0 0 13A- 2ocs 0.201 w 5.69 4.35 61 61 345 264 2A- 2ov 0.340 w 9.62 28.98 0 0 0 0 2A- 2ov 0.340 w 9.62 28.98. 0 0 0 0 12C Osw 0.091, 2.58 1.44 65 47 122 MM 68 11 DO b 390. n..'W 11 .04 11_.99 18 1.8 97_ 214 C 16CR-30ad 0.032 0.91 1.42 42 42 38 59 F 22A-tpI .; 0.989 27.99 ,,, 0'00 42 13 350 0 77 M. 0 p 6 c) AED excursion 119 Envelope loss/gain 1386 755 12 a) Infiltration 239 78 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/ other 600 Subtotal ( lines 6 to 13) 1626 1433 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 1626 1433 Duct loads 1 31 % 49% 497 702 f Total room load 2122 2135 Air required (cfm) 98 89 Calculations aooroved by ACCA to meet all reauirements of Manual J 8th Ed Wright5oft" Ri hl-Suite® Universal 2017 17.0.23 RSU24011 2018-Jan-19 15.33:57 s1' g A 9 Page 6 nebrookMarcoBGRS\ Lot309ThornebrookMarcoBGRS.rup Calc = MJ8 House faces: S DEL -AIR Duct System Summary Job: Date BEATING + AIR CONUrr110MG Entire House By: DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison 509 Red Rose Lane, Sanford, FL 32771 Heating Cooling External static pressure 0.30 in H2O 0.30 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.24 in H2O 0.24 in H2O Supply / return available pressure 0.120 / 0.120 in H2O 0.120 / 0.120 in H2O Lowest friction rate 0.163 in/100ft 0.163 in/100ft Actual air flow 1160 cfm 1160 cfm Total effective length (TEL) 147 ft Lot309ThornebrooWarc... 6/4/2014 BENTLEY Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH h 838 39 30 0.219 4.0 Ox0 VIFx 24.6 85.0 SO BED 2 c 1872 76 78 0.217 6.0 Ox 0 VIFx 25.6 85.0 SO BED 3 h 2064 95 88 0.300 6.0 Ox 0 VIFx 10.0 70.0 DINING/LIVING c 3575 127 149 0.226 7.0 Ox 0 VIFx 21.0 85.0 SO DINING/LIVING-A c 3575 127 149 0.287 7.0 Ox 0 VIFx 13.7 70.0 FAMILY RM h 5087 235 210 0.165 9.0 Ox 0 VIFx 45.1 100.0 st2 KITCHEN c 4650 103 193 0.171 8.0 Ox 0 VIFx 40.4 100.0 st2 MASTER BATH h 1456 67 47 0.165 5.0 Ox 0 VIFx 45.6 100.0 st2 MASTER SUITE h 4119 190 123 0.163 8.0 Ox 0 VIFx 47.2 100.0 st2 MASTER WIC c 97 3 4 0.171 4.0 Ox0 VIFx 40.3 100.0 st2 UTILITY h 2122 98 89 0.298 6.0 Ox 0 VIFx 10.6 70.0 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 598 578 0.163 559 14.0 0 x 0 VinlFlx SO SO Peak AVF 839 834 0.163 601 16.0 0 x 0 VinlFlx 1 I'1 f1tSUfit- 2018-Jan-1915:33:57 W 9 Right -Suite® Universal 2017 17.0.23 RSU24011 Page 1 iC... nebrookMarcoBGRS\Lot 309ThornebrookMarcoBGRS.rup Calc = MJ8 House faces: S Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 1160 1160 0 0 0 0 Ox 0 VIFx 1 wri htSOft 2018-Jan-19 15: age 29Right-SuiteO Universal 2017 17.0.23 RSU24011 Page 2 ACCA... nebrookMarcoBGRS\Lot 309ThornebrookMarcoBGRS.rup Calc = MJ8 House faces: S 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot309ThornebrookMarcoBGRS Builder Name: Taylor Morrison Street: Permit Office: City, State, Zip: FL , Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and an gaps in the air barrier shall be sealed. Y 9 P shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities 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 spac 3s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wirina. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fre si)rinkler cover olates and wallsil' a. In addition, inspection of log walls shall be in accordance with the provisions of ]CC-400. 1/19/2018 3:39 PM . EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). Energy Performance Level (EPL) Display Card (one page) HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report (usually one page) If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGaugeOO - USRCSB v6.0 1/19/20183:39:03 PM Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot309ThornebrookMarcoBGRS Builder Name: Taylor Morrison Street: Permit Office: City, State, Zip: FL , Permit Number: Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area:: 1589 sq.ft. Cond. Volume: 14778 cu ft. Envelope Leakage Test Results Regression Data: C: Fill Sinole or Multi Point Test Data 0 HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50) * : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. 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 02 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. 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)(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. 1/19/2018 3:39 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: Permit Number: FL, MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401. 3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402. 4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402. 4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402. 4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402. 4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(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. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402. 4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402. 4.3 Fenestration air IeakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 1/ 19/2018 3:39 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory) Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 1/19/2018 3:39 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 1/19/2018 3:39 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 1/19/2018 3:39 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandator%e energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 1/19/2018 3:39 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 CEILING SECTION J Iw ALI. TOP ATTIC Access DETAIL isrn KITCHEN WALL CABINET SPACE IJ TUB / SHOWER GL. ENCL..DDETAIL 5 •i LANAI I• I n` 40 O •, 16.16 rOag • 36.16 ragCD q 14' GATHERING ROOM OWNER'S SUITE 12.12 I.cd 21D wa I Ta ioev l ' B' aa7 a 9_ SJ 4• I cx wear x a 10.6 U YITMHEa - ans r)[6 - B' n •Bx4 • i MT CASUAL s DINING s A DINING ROOM ae 12.6 t150drl s r O, FLEXore 16 42X42 A/C SLAB una BY BLDR MIN 2' FROM WALL BEDROOM 2 : 3w loath duct 10.6 Iw tl to roof cap 6 0 w/fnn e Nutone 696RNB BATK 7 Yf4 wig e O rag 3.0 TON W/5KW e240V 1PH platform by 10x6 lwcd BEDROOM 390 bldr 18.13 pen scale O 6' I rs6t cdryer wall cap tD 3Lr T ; CAR GARAGE I PORCH hghp@ L' i Iuu - lOIaBxe Y/l::aafi.atila ...- FpFau. n'mnr'Fm I Sv ewr is w..l.•.v I I I I I I I I Lar NOTE TO UNDERCUTBELOW PROVIDE UNRESTRICTED IINCHUNDERCUTBELOWDOORSTOHABITABLEROOMS Transfer ducts/grllls sized In compliance with Florida Resldentlal Building Code-M1602.1 balanced return air. EXCEPTIONS 1-3 Must have a minimum clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 Insulation value. TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS k 20. 11. 3T 53' WINDDW CALLOUIS 1, 237S 72 91! 315H Ou179YI N 33 51! JI 33 SI l. 31 M S3V3SVMS1136i .. 63' 3r5 6 61 N 36 a 1b W 36 . B' GL YERPT FL XWI OP91645 FOR AL UNDOZ,, N IDOV PNESAM 16TALlATZN PAT ART PER O Z rJrNFACILiER AN) 5PECFlC Tft. REARTO F- L KAM FCR 5-.rE6WPUDL LIED 0"', AM-W C45DIENT C,", CR F>TD GLAYa FGI LINTEL CALLCUTS, w-ouiE® aTFelWwsrturn uoee+n. p-rcaua: Fua wus6.wT.owa r rnrn; aax:aeee Fv aweEuearweaucNOTESoem600aa 6ce aAmw FLOOR PLAN NO- o 9 elite 00 S' E a 0 € 4¢ yCC) o o L 3A1 s Q I) u S DomaswBOWS Q Q Q Q o w Lu a m CU M CU 0 Z LU co O coLL F— O Q1 oMo 0 2 Q O CDIOa O Cv ooC zCO Q2:o 1588 ZO LN m Lu .. > O ZO Z UJ G_ 00 d J In 0 C I A o" MASTER i j u n BATH I I u AAV 3 KITCHN tc BATH 2CD c+ N ecoG O. O 1 On WM j u. TAYLOR MORRISON Ci THORNBROOKE S.F. y, HOUSE TYPE: MARCO LOT 309 DESCRIPTION AS FURNISHED: Lot 309, THORNBROOKE' PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO LOT 310 Taylor Morrison of Florida, Inc. RECORD COPY LOT 285 LOT 286 N 00014'55" W 40.00' 5, 00' I O Lo 00 ~ 5.00' 18.13' LOT 309 i 16.0' A/C 6 LANAI I I 30.0' PROPOSED RESIDENCE MODEL: MARCO-B 2 CAR GARAGE LEFT 14- OL0 O 4.3' ENTRY C) i 5.7' 10.0' o 20.0' J WALK DRIVE I { 17 25.20' 25.2`0' 10' UTIL. ESMT. LOT 287 i o 5, 00' W LOT 308 ISM alp 14b - (0 (, (P J_J_UD-7- Ok to construct single family home 5.00' With setbacks and impervious area shown on plan. 55 10 jo I&V- yl ' 24.00' P.I. WALK ON LOT AREA CALCULATIONS: LOT = 4,800 SQ.FF. LIVING = 1,589 SQ.FT. CURB GARAGE = 399 SO.FT. N 00014'55" W (B•B.) ENTRY = 78 LANAI = 107 S? SQ,FT. 40 QQ' BREEZEWAY= N/A SOFT. DRIVEWAY = 403 SO. R/J RO 7 LA1 A/C PAD = 12 WALKWAY = 52 SO.Fi. j: V IMPERVIOUS = 55.0 G TRACT 1 (50' UTILITY & ACCESS R/W) 2,641 SOD = 2,159 S! .i.-: OFF LOT AREA CALCULAi7:>:,'_ 0 R/W = 440 SO.F; Q PROPOSED = FINISHED SPOT GRADE ELEVATION APRON = 110 SO. FT. PER DRAINAGE PLANS BUILDING SETBACKS: PLOT PLAN ONLY** SIDEWALK = 200 SO.rT V = PROPOSED DRAINAGE FLOW FRONT = 25' NOT A SURVEY) SOD = 130 s?.. LOT GRADING TYPE A REAR = 15' TOTAL AREAS: PROPOSED F.F. PER PLANS = 24.6' } SIDE = 5.0' PROPOSED INFORMATION SHOWN BASED ON SUPPLIED PLAN AREA = 5,240 SC, SIDE CORNER = 10' DRIVEWAY= 513 PROPOSED GRADE PER CONSTRUCTION PLAN ++ AND/OR INSTRUCTIONS PER SIDEWALK = 252 S'v'.F?' CLIENT(NOT FIELD VERIFIED) SOD = 2,289 iD,FT. i CRUSEjVff T ER-SCOTT ASSOC, INC, - LAND ,S'URVEYO-RE LEGEND - LEGEND - P • PLAT PAL POINT ON LINE 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 F FIELD TYP, = TYPICAL NOTES: IP. = IRON PIPE P.R.C. = POINT OF REVERSE CURVATURE T.R. - IRON ROD PAA, POINT OF COMPOUND CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF GM. CONCRETE MONUMENT = RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES SET. NR. I.R.I.R, 1/B' IR. w/NAB 4396 NR. NON -RADIAL UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SELL, THIS SURVEY MAP OR COPIE ARE NOT VALID, REC. RECOVERED W.P. =WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. ]HERE MAY BE OTHER RESTRICTIONS P.O.B. = PDINT OF BEGINNING CALC. = CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. P.O.C. = POINT OF COMMENCEMENT PR.K PERMANENT REFERENCE MONUMENT 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. 4 = CENTERLINE FF. = FINISHED FLOOR ELEVATION NRD BSL. 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. NAIL 6 DISK BUILDING SETBACK LINE R/W RIGHT-OF-WAY BN. • BENCHMARK 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. I. -EASEMENT B.B. - BASE BEARING 7. BEARINGS, ARE+BASED, ASSUMED f.41UM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) DRAIN. - DRAINAGE S. ELEVATIONS, IF SHOWN, ARE BASED ON N477ONAL CEOOETIC DATUM OF 1929, UNLESS OTHERWISE NOTED. UTIL. = UTILITY CLFC. • CHAIN LINK FENCE 9. CER77FICATE OF AUTHORIZATION No. 4596. WD.FC. = WOOD FENCE C/B = CONCRETE BLOCK P.C. POINT OF CURVATURE. SCALE 1" 20DRAWN BY: • •+ P. T. POINT OF TANGENCY DESC. • DESCRIPTIONS i CERTIFIED $}': DATE ORDER No. R = RADIUS PLOT PLAN 01-18-2018 7g-18 D DELTAENGTH C = CHORD 1. CHORD BEARING NORTH THIS BUILDING/PROPERTY DOES.NOT LIE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER "FIRM" TOM RUSEN EVER, R.L.S. // 4714 ZONE X• MAP p 12117C 0055 F. JAMES "0 If ,4801 STATE CERT .LIC EC13003715 ELECTRICAL SERVICES, INC. HOLDER: JOSEPH STRADA 3400 St Johns Pkwy NEC 2011/FBC 107 SANFORD,FL 11 in 877-906-1113 KALW ELECTRIC • SECURITY ELECTRICAL LOAD CALCULATIONS MODEL: MARCO BUILDER TAYLOR MORRISON SUBDIVISON VOLT/AMPS LARGEST LOAD: HEAT PUMPS W/SUPPLEMENTAL HEAT 8290 Includes Heat Pump and Heat Strips on together @100 % . Square feet living areal 15881 3 voll/am s 4764 Small Appliance Circuits 3 4500 Laundry Circuit 1 1500 Dishwasher 1 1500 Water Heater 1 4500 Range 1 8000 Oven 0 Cooklop 0 Microwave 1 1100 Dryer 1 5000 Disposal 1 500 Pool 0 TOTAL OTHER LOAD FIRST 10KVA@100% 10.000 REMAINDER @ 40 % 8546 LARGESTLOAD 8290 TOTAL LOAD 26 836 V.A./ SIZE RECOMMENDED 150 SERVICE SIZE: 240VOLTS= 1 112 MINIMUM PER 150 NEC 31364 TON QTY KW 2 4032 10000 6500 0 2.5 5040 10000 6500 0 3 5280 10000 6500 0 3.5 6168 8000 5200 0 4 6888 8000 5200 0 5 10 KW SETUP 8160 10000 6500 0 0 2.646667 AC EP1 35.5 12 2.958333 TON CITY KW 1.5 2990 5000 3250 0 2 4032 5000 3250 0 2.5 1 5040 5000 3250 8290 3 5280 5000 3250 0 3.5 6168 5000 3250 0 4 6888 5000 3250 0 5 5 KW SETUP 8160 5000 3250 0 8290 POOL PREWIRES QTY AMPS 10E1 1, 240, 1 Note: This Load Calc is base on the information provided by the builder. The recommended service size will be installed leaving sufficient usage for future homeowner. ENGINEERING PACKAGE Builder:.TAYLOR MORRISON HOMES Project: '9A6/9A7 THORNBROOK Model/Building: 158MB,C/158T 02C Lot: Address: 309 Block: Unit: JobNumber: N330034 Revision Date: New Load #: RC01 CARPENTER CONTRACTORS OF AMERICA, INC 3900 AVENUE G. N.W. WINTER HAVEN, FLORIDA 33880 PH (800) 959-8806 FAX (941) 294-7934 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. AKJO) STRONGBACK BRIDGING GUIDELINES FOR ROOF TRUSSES Strongback Bridging Guidelines for Roof Trusses Strongback bridging for roof trusses is not a requirement of ANSI-TPI 1-2002 but it is a strongly recommended guideline by Carpenter Contractors of America. It serves the following two functions: 1) Bridging aligns the bottom chords after they are set so they are uniform along the ceiling line. This, in turn helps minimize wavy ceilings' after the installation of drywall. 2) Bridging helps 'planing -out' the transitional or relative deflection of adjacent trusses due to an offset in spans. In either case, strongback bridging should not be attached to adjacent trusses that need to be jacked into place more than IA inch. Strongback bridging in roof trusses does not serve as temporary or permanent bracing and is not intended to help distribute or share design loads between trusses. Consequently, no design loads have been accounted for with this detail and continuous strongback bridging should not be attached between common and girder trusses that have more than 1.4 inch differential deflection. STRONGBACKS SHOULD BE ATTACHED TO WALLS AT THEIR OUTER ENDS OR RESTRAINED BY OTHER MEANS. STRONGBACKS SHALL BE A MININMUM OF 2X6, AND SHALL BE ATTACHED WITH A MINIMUM OF THREE 16d COMMON OR (3) 0.131 X 3' GUN NAILS TO A 2X4 VERTICAL WEB MEMBER The graphic shown on this detail is for generic illustrative purposes only. The exact location of strongback bridging will be specified by Carpenter Contractors of America. The use of strongback bridging shall in no way interfere with any other design considerations specified by the Engineer of Record or Building Designer. The nailing requirements shown are consistent with ANSI/TPI 1-2002 for strongback bridging. I\ V V I V L_ I n 1 L `IY . I. J N.T.S -Not To Scale) 6hs6og9Bc(sp@etSidsDet85538--6'bB>BBREPr1E 48357REFE0. TO SCSI 'BUILDING COMPONENT SAFETY IR) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 ].25 ]0 0 7.31.11 QTY:1 - 1 - E - - YARNING-* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, NA NOL ING, SHIPPING, INSTALLING AND BRACING. F L T C L L P S F R E F R 0 8 1- c e P HU and HUC products are heavy duty face mount joist hangers made from 14 gauge . galvanized steel. The HUC is a concealed flange version of the HU. Concealed flange hangers have the header flanges turned in. HU is available with header flanges concealed, provided the W dimension is 23/6" or greater, at 100% of the table load. Specify HUC. HU is available with one header flange concealed when the W dimension is less than 2%6" at 100% of the table load. For allowable loads on HU products not listed in the table request technical bulletin T-HUHUCTfN (seepage 231 for details). MATERIAL: 14 gauge FINISH: Galvanized, ZMAX` and stainless steel available INSTALLATION: • These hangers are attached to grouted CMU walls using %.'x2%' hex head Simpson Strong -Tie® Titen® screws or for concrete walls using%"xl W hex head Titen screws. Titen screws are not provided. Drill the 3/5 diameter hale to the specified embedment depth plus'/'. Alternatively, drill the 3/,s diameter hole to the specified embedment depth and blow it clean using compressed air. Caution: Oversized holes in the base material will reduce or eliminate the mechanical interlock of the threads with the base material and will reduce the anchor's load capacity. The hangers should be installed such that a minimum end and edge distance of 1'/" is maintained. Provide moisture barrier between beam and wall per jurisdictional requirements. CODES: See page 13 for Code Reference Key Chart. HUC410 These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strono-Tie for details Model Dimensions Fasteners Allowable Loads (DF/SP) No. W H B CMU Concrete Joist Uplift Down Code Ref. 150) 100/115/125) HU26 1%6 3'/,6 2'/a 4 Y<x23/ Titen 4 '/,xi % Titen 210dx1'/ 290 1545 HU283 13 s 5'/, 2Y, 6'/.x2%Titen 6-%x1Y,Titen 410dx1'/ 575 2400 HU210 1'/,6 716 2Y, 8-'/,x23/,Titen 8-%xi%Titen 4-10dx1'/. 575 2400 HU46 36/,6 5'/,s 2'/ 12-1/4x21;Titen 12-Y,x1%Titen 6-10d 1085 3950HU26-2 3'1A 5% 2'/ 12-'/,x2%Titen 12-Y,xlY4Titen 6-10d 1085 3950 HU48 3% 61% 2'/ 14-/4x2%Titen 14 Y<x1'/.Titen 6-10d 1085 4350 170 HU28-2 3'/ 7 2 4 14 Y.x2%Titen 14-'/,x1%Titen 610d 1 885 4350 HU410 3%6 86/6 2'/ 18'/<x2%Titen 18-'/,x11,Titen 10-10d 5085HU210-2 3% 8"As 2'/ 18-'/,x2%Titen 18-%x1YaTften 10-10d 1810 5085HSUR/L26-2 316 4'3 6 2% 12-''/x2%Titen 12-''/xi%Titen 1810 4-16dx2'% 815 26255 N ., .ate. - ucou uicieaseu mr wino or earrnquaKe icamng with no further increase is allowed. Reduce where other loads govern. 2. Minimum concrete strength f'c shall be 2500 psi. CMU shall have a minimum grout strength of 2500 psi with standard ASTM C90 units and type N or S mortar. 3. The HU28 can be ordered skewed 45° and achieve the same loads. 4. See page 159 for Titen screw information. Use stainless -steel Titen® screws and products in exposed applications. Tabulated loads apply to stainless -steel applications. 5. Noted loads for the HSUR/L shall be 0.8 the table loads for concrete applications. 6. Tableallowableloads were determined using tested lowest ultimate/3 or fastener calculation values. 7. NAILS: 16dx2'/ = 0.162' dia. x 2W long, 10d = 0.148" dia. x 3' long, 10dx1'/ z = 0.148" dia. x 1'/' long. See page 22-23 for other nail sizes and information. HU410 Installed on Masonry Block Sidewall I? Min HUC410 Installed on Masonry Block End Wall HSUR/ L26-2 Installed on Masonry Block Sidewall 1 a SIMPSON StrongTie Alternate Allowable Loads (1/2" Maximum Hanger Gap) Model Min. Dimensions Fasteners DF/SPAllowableLoads SPF/HFAllowableHeel Loads No. Height W H B Carrying Carried Uplift Floor Snow Roof Wind Uplift Floor Snow Roof Wind Cade Member Member 160) 100) 115) 125) 160) 160) 100) 115) 125) 160) Ref.' SINGLE 2x SIZES HTU266 316 16/ 5'/s 3'fz 20-16d 11-1061% 670 2735 2735 2735 2735 575 1725HTU26 (Min) 3r/ 13e 5'/e 3% 20-16d 14-10dxl% 1175 2940 3100 3100 3100 1010 1955 1955 1955 1955HTU26 (Max) 5'ft 1 % 5'/e 3% 20-16d 2010dx1'f1 1215 2940 3340 3600 3760 1045 2370HTU28 (Min) 3'/6 1 7%6 3'k 26-16d 1410dx1 % 1125 3770 3770 3770 3770 970 2825 2370 2825 2370 2370 17, HTU28(Max) 7'/, i% 7tis 3'k 26-16d 26 10dx1'F 1920 3820 4340 4680 5015 1695 3285 3730 2825 3765 2825 L17, F22HTU210 (Min) 3%1s/a 9'/,e 3'/z 32 i6d 14-10dx1% 1250 3600 3600 3600. 3600 1075 2700 2700 2700 3765 HTU210 (Max) 9'/, 1 % 9tis 3'/z 32-16d 32-10dx1'k 1 3255 4705 1 5020 1 5020 5020 1 2800 3765 1 3765 3765 2700 3765 DOUBLE 2x SIZES HTU26 2 (Min) 3'/e 3 s 5'/e 3Yx 20-16dE20 d 1515 2940 3340 3500 35D0 1305 2205 2205 2205 2205HTU262 (Max) 5'/z 3yi6 5% 3'/z 20-16dd 1910 2940 3340 3500 3500 1645 2205 2205 2205 2205HTU28-2 (Min) 3'/e 3 s 7'/6 3'/z 26-16dd 1490 3820 3980 3980 3980 1280 2985 2985 2985 2985 17, HTU28-2 (Max) 7'/, 3V6 7'1 3fi 26-16dd 3035 3820 4340 4680 5555 2610 3285 3730 4025 4165 L17 HTU210-2 (Min) 3'/e 3a 9'fe 3r4 3216d 14 10d 1755 4255 4255 4255 4255 1510 3190 F22 3190 3190 3190HTU210-2(Max) 9'/, 3M6 9Aa 331 32-16d 32-10d 3855 4705 5345 5760 6470 3315 4045 4595 4855 4855 See table footnotes nn nnna t as HGUQ hangers provide similar capacities as HGUS double shear hangers, but they use Simpson Strong -Tie® Strong -Drive® SDS screws instead of nails for faster and easier installation. In addition, the SDS screws help transfer the load between the plies of the supporting girder when they penetrate all plies. MATERIAL: 12 gauge FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. Simpson Strong -Tie Strong -Drive SDS screws supplied. Not designed for welded or nailer applications. The thickness of the supporting girder must be equal to or greater than the screw length. For applications where the length of the supplied screws exceeds the thickness of the supporting girder, 3' or 4'/z' screws may be substituted for the longer length screws with no load reduction, or a shim block may used as approved by the Designer. OPTIONS: These hangers cannot be modified. CODES: See page 13 for Code Reference Key Chart. Model No. Ga Dimensions SDS Fasteners W H B Carrying ]-MembMember HGUQ26-2-SDS3 12 3s/s 5?4e 4 12)'/'x3' 4)'/, z3' HGUQ28-2-SDS3 12 35/,e 7'/,s 4 20)'/'x3' 6) %,'x3' HGUQ210-2-SDS3 12 3Y,6 9Ys 4 28)'/'x3' 8)'/,'x3" HGUQ26-3-SDS4.5 12 4 12FWx4'/z' 4)'/'x4'/i HGU028-3-SDS4.5 12 M 4 20)'/i x4'/i 6) Y'x4'/i HGUQ210-3-SDS4.5 12 4 28)'/, z411," 8)'/,'x4'/z" HGUQ26-4-SDS6 12 6'/s 51Ms 4 12) Y"x6' 4) Y'x6' 1-IGU028 4 SDS6 HGUQ210-4-SDS6 12 12 6Y6 6Y16 76 9Yis 4 4 1 (20)'/,'x6' 1 1 (28)'/'x6' 1 6)'/,'x6' 8)'/,'x6" HGUI OF/SP Allowable Loads SPF/HFAllowable Loads Uplift' I Floor Snow Roof Wind Uplift' Floor Snow Root Wind Code 160) (100) (115) (125) > (160) (160) (100) (115) (125) (160) Ref. DOUBLE 2x SIZES 1635 5040 5565 5565 5565 1175 3 330 4005 2565 7330 7330 7330 7330 1845 5280 5280 3440 7415 7415 7415 7415 2475 5340 5340 TRIPLE 2x SIZES 1635 5040 5165 5165 5165 1175 3630 3720 3720 3720 2565 8400 9175. 9175 9175 1845 6050 6605 6605 6605 F22 3440 9745 9745 9745 9745 2475 7015 7015 7015 7015 QUADRUPLE 2x SIZES 2375 5040 5165 5165 5165 1710 3630 3720 3720 3720 4020 8400 8860 8860 .8860 2890 6050 63801 6380 6380 F22 4170 10260 10260 10260 10260 3000 7385 7385 7385 7385 4x SIZES 4005 4005 F2252805280 53405340 UO46 SDS3 UQ48 SDS3EHG 12 12 3% 3% 4% 4 12)'/,'x3' 4) A'x3' 5040 5165 5165 5165 1175 3630 3720 0 3720 HGUQ410 SDS3 12 3% 6% 8'/s 4 4 20)'/, z3' 28)'/,'x3' 6) Y, X3' Y"x3" f3440 7330 7330 7330 7330 1845 5280 5280 53 F225280 5340 8) 7415 7415 7415 7415 2475 5340 5340 0 i { 1. Uplift loads have been increased for wind or earthquake loading with no 5. SDS screws that penetrate all plies of the supporting girder (screws must penetrate asfurtherincreaseallowed. Reduce where other loads govern. minimum of 1"into the last truss ply) may also be used to transfer the load through all2. Wind (160) is a download rating. the plies of the supporting girder. When SDS screws do not penetrate all plies of the3. Truss chord crass -grain tension may limit allowable loads in accordance with supporting girder truss, supplemental SDS screws at the hanger locations may be requiredANSI/TPl 1-2007. Simpson Strong -Tie'= Connector Selector*^^ Software includes to transfer the load to the truss plies not penetrated by the face fasteners, as determinedtheevaluationofcross -grain tension in its hanger allowable loads. For additional by the Designer. information, contact Simpson Strong -Tie. 6. The supporting girder truss must have adequate thickness to accommodate the screw length, 4. Simpson Strong -Tie Strong -Drive screws are permitted to be installed through so that the screw does not protrude out the back of the girder. 3' or 4%' long SDS screwsmetaltrussplatesasapprovedbytheTrussDesigner, provided the requirements may be substituted for the longer SDS screws with no load reduction. of ANSI%TPI 1-2007 Sections 7.5.3.4 and 8.9.2 are met (pre -drilling required 7. For installations to LSL, use the DF/SP table loads. through the plate using a maximum of ha' bit). 137 The HTU face mount truss hangers have nail patterns designed specifically for shallow heel heights,' so that full allowable loads (with minimum nailing) apply to heel heights as law as 37/e . Minimum and maximum nailing options provide solutions for varying heel heights and end conditions. Alternate allowable loads are provided for gaps between the end of the truss and the carrying member up to max. to allow for greater construction tolerances (maximum gap for standard allowable loads is %' perASTM D1761 and D7147). MATERIAL: 16 gauge FINISH: Galvanized INSTALLATION: Use all specified fasteners. See General Notes. Can be installed filling round holes only, or filling round and triangle holes for maximum values. See alternate installation for applications using the HTU26 on a 2x4 carrying member or HTU28 or HTU210 on a 2x6 carrying member for additional uplift capacity. OPTIONS: • See Hanger Options on pages 216-217 for skew options. CODES: See page 13 for Code Reference Key Chart. Standard Allowable Loads (%" Maximum Hanger Gap) HTU26 Min He Per carrying memoer HTU Installation for Standard Allowable Loads For %' maximum gap, use Alternate Allowable Loads.) SIMPS64M:T` S Alternate Installation — HTU28 installed on 2x6 carrying member HTU210 similar) Model Min. Dimensions Fasteners DF/SP Allowable Loads Sill Allowable Loads Code No. Heel Height W H B Carrying Member Carried Member U lift 160) Flaar 100) Snow 115) Roof 125) Wind 160) Uplift 160) Floor 100) Snow 115) Roof 125) Wind 160) Ret. SINGLE 2x SIZES HTU26 3'h 1% 5%1 3'h 20-16d 11-10dx1'h 730 2940 3045 3045 3045- 630 1920 1920 1920 1920 HTU26 (Min) 3% 1% 57/6 3% 20-16d 14-10dx1''A 1250 . 2940 3200 3200 3200 1075 2015 2015 2015 2015 HTU26 (Max) T/2 1%6 57/16 31h 20-16d 20-10dx1Y2 1555 2940 3340 3600 4010 1335 2530 2870 3095 3450 17 HTU28(Min) 3% 1/6 7M6 31h 26-16d 14-10dx1'h 1235 3820 3895 3895 3895 1060 2920 2920 2920 2920 L17, HTU28(Max) 7'/a 1% 71A6 3'h 26-16d 26-1Odx1'h 2140 3820 4340 4680 5435 1840 3285 3730 4025 4675 F22 HTU210 (Min) 376 1% 9'/1e 3'h 32-16d 14-10dx1'h 1330 4355 4355 4355 4355: 1145 3265 3265 3265 3265 HTU210 (Max) 91/a 1% 91A,6 3'6 32-16d 32-10dx1'h 3815 4705 5345 5760 5995 2850 4045 4595 4955 5155 DOUBLE 2x SIZES HTU26-2 (Min) 3% 36/6 57A16 3'h 20-16d 14-1Od 1515 2940 3340 3600 3910 1305 2465 2465 2465 2465 HTU26-2 (Max) 51/2 3%6 57/16 3'/2 20-16d 20-10d 2175 2940 3340 3600 4485 1870 2530 2870 3095 3855 HTU28-2 (Min) 37h 36/,6 7Y,6 3'h 26-16d 14-1Od 1530 3820 4310 4310 4310 1315 3235 3235 3235 3235 17, HTU28-2(Max) 7Y, V. 7Y16 3'h 26-16d 26-1Od 3485 3820 4340 4680 5850 2995 3285 3730 4025 5030 F22 HTU210-2(Min) 3% 36/6 9% 3'h 32-16d 14-10d 1755 4705 4815 4815 4815 1510 3610 3610 3610 3610 HTU210-2 (Max) 9Y, 36/6 91/16 3'h 32-16d 32-10d 1 4110 4705 5345 5760 7200 3535. 4045 4595 4955 6190 1. The maximum hanger gap is measured between the joist (or truss) end and ANSI/TPI 1-2007. Simpson Strong -Tie' l Connector SelectorTn Software includes the carrying member. the evaluation of cross -grain tension in its hanger allowable loads. For additional 2. Minimum heel heights required forfull table loads are based on a minimum 2/12 pitch. information. contact Simpson Strong -Tie. 3. Uplift has been increased for wind or earthquake loading with no further increase 7. Loads shown are based on a minimum 2-ply 2x carrying member. For single allowed; reduce where other loads govern. 2x carrying members, use N10 (10dx1'/2") nails into the header and reduce the 4. Wind (160) is a download rating. allowable download to 0.70 of the table value. The allowable uplift is 100% of 5. For hanger gaps between'/e and'h' use the Alternate Allowable Loads. the table load. 6. Truss chord cross -grain tension may limit allowable loads in accordance with 8. NAILS: 16d = 0.162' dia. x 3'h' long, 10d = 0.148' dia. x 3' long, 10dx1'A = 0.148' dia. x 11h' long. See page 22-23 for other nail sizes and information. Alternate Installation Table for 2x4 and 2x6 Carrying Member Min. Minimum Fasteners DF/SPAIIowableLoads SPF/HFAllowable Loads Code ModelNo. Heel Height Carrying Ref. CarryingCarried. Uplift Floor Snow Roof Wind Uplift Floor Snow Root Wind to Member Member I Member 160) . 10(1) 115) 125) 160) 160) 100) 115) 125) 160) HTU26 ( Min) 3% 2-2x4 10-116d I 14-10dx1'h 925 1470 1670 1800 2040 795 1265 1435 1550 1755 HTU26( Max) 51h 2-2x4 10-16d 20-10dx1'h 1310 1470 1670 1800 2260 1125 1265 1435 1550 1935 17, L17. HTU28( Max) 1 7'/. 2-2x6 20-16d 26-10dxl'A 1970 2940 3340 3600 3905 1695 2530 2870 3095 3360 F22 HTU210 ( Max) 1 9Y, 2-2x6 . 20-16d 32-10dx1!6 2760 2940 3340 3600 3905 2375 2530 2870 3095 3360 1. See table above for dimensions and additional footnotes. 4. NAILS: 16d = 0.162' dia. x 3'h' long, 10dx11/2 = 0.148' dia. x 11/2' long. 2. Maximum hanger gap for the alternate installation is W. See page 22-23 for other nail sizes and information. 136 3. Wind (160) is a download rating. 1 Pr These products are approved for installation with the Strang -Drive SDStructural -Connector screw. See page 27 for more information. Model Min• Dimensions Fasteners DF/SPAllowable Loads Heel Ga SPF/HFAllowable Loads No. Heiht W H 8 Carrying Carried Uplift' Floor. now Roof Wind U lift' Fteor Snow Roof Wind Code g MemberMember ( 160) (100 p Ref. 115) ( 125) (160) (160) (100) (115) (125) (160) DOUBLE 2x SIZES LUS24-2 211, 18 31A 31A 2 4-16d 2-16d 440 800 910 985 1250 380 680 780 845 1070 LUS26-2016183'/a 4% 2 4-16d 4-16d 1165 1030 1180 1280 1625 1000 880 1010 1090 1385 17, F6, L17 HHUS26-245/,6 14 35/16 5% 3 14-16d 6-16d 1550 2785 3155 . 3405 4265 1335 2390 2710 2925 3665 HGUS26 24% 12 3s 57/s 4 20-16d 8-i6d 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795 17, L17, F23 LUS28-24Ys183'/s 7 2 6-16d 4-16d 1165 1315 1500 1625 ZU60 1000 '1125 1285 1390 1765 HHUS28-269/,6 14 3& 7Ya 3 22-16d 8-16d 2000 4210 4770 5140 6440 1720 3615 4095 4415 5375 17, F6, L17 1GU028-2 6is 12 3Xe 7/- 4 36-16d 12-16d 3235 7460 7460 7460 1460 2785 6415 6415 6415 6415 17, L17, F23 LUS210-26%s 18 3'1/ 9 2 8-16d 6-16d 1745 1830 2090 . 2265 2870 1500 1565 1785 1935 2455 7,L1717, F6, F2HHUS210- 2 8'/e 14 3 s 8%s 3 3016d 10 l6d 4000 5635 6380 B880 7165 3525 4835 5270 5380 5765 HGUS210-28% 12 35/6 9'/6 4 46-16d 16-16d 4095 9100 9100 .9100 9100 3525 7465 7730 7825 7825 17, L17, F23 TRIPLE 2x SIZES HGUS26-3 4' 6 12 4'Ma 5Y2 4 20-16d 8-16d 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795 HGUS28-361is12415/,s 7'/ 4 36-16d 12-16d 3235 7460 746U 1460 7460 2785 6415 6415 6415 6415 HGUS210-38116124'Yls 9% 4 46-16d 16-16d 4095 9100 9100 9100 9100 3525 7825 7825 7825 7825 17,L17,F23 HGUS212 310% 12 4'1/1s 10?; 4 56-16d 20-16d 5045 9600 9600 9600 9600 4335 8255 8255 8255 8255 HGUS214-312% 12 415 12%4 4 66-16d 22-16d 5515 10100 10100 10100 10100 4745 8685 8685 1 tab 1 8685 QUADRUPLE 2x SIZES r- HGUS26- 4 5% 12 6'is 577As 4 20-16d 8-16d 2155 4355 4875 5230 5575 1855 3150 4200 4500 4795 f HGUS28-4 7'/, 12 66/ 7%6 4 36-16d -12-16d 3235 7460 7460 .7460 7460 2785 6415 6415 6415 6415 111 y HGUS210 4 9'/4 12 66/6 9'/,s 4 46-16d 16-16d 4095 9100 9100 9100 9100 3525 7825 7825 7825 7825 17, L17, F23 HGUS212 4105/s 12 69/s 105/ 4 56-16d 20-16d 5045 9600 9600 9600 9600 4335 8255 8255 8255 8255 HGUS214-412% 12 6116 1258 4 66-16d 22-16d 5515 10100 10100 1 10100 10100 4745 8685 8685 8685 8615 4x SIZES LUS46 4% 18 Nis 4% 2 4-16d 4-16d 1165 1030 1180 1280 1625 1000 880 1010 1090 1385 17,F6,L17 HGUS46 47/,6 12 3% 47/,s 4 20-i6d 8-16d 2155 4355 4875 1 5230 1 .1i 1855 3750 4200 4500 4795 HHUS46 Vie143% 5'/,6 3 14-16d 6-16d 1550 2790 3160 3410 4265 1335 2390 2710 2925 3665 17, L17' F23 LUS48 4% 18 39/,6 6'/< 2 6i6d 4 16d 1165 _1315 1500 1625 2060 1000 1125 1285 1390 1765 HUS48 6% 14 36/s 7 2 6-16d 6-16d 1550 _ 1595 1815 1960 2470 1550 1365 1555 1680 17, F61 L17 HHUS48 6'/z 14 35/e 7Ys 3 22-i6d 2115 8-i6d 2000 4215 4170. 5150 6440 1720 3615 4095 4415 5535 HGUS48 6% 12 35/a 7% 4 36-16d 12-16d 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415 17, L17, F23 LUS410 6'/a 18 3% 8% 2 8-16d 6-16d 1745 1830 2090 2265 2870 1500 1565 1785 1935 2455 HHUS410 8% 14 3'/s 9 3 30-16d 10-16d. 3745 5640 6385 6890 7165 3440 4835 5480 5910 6165 17,F6, L17 . HGU5410 87' s 12 35/e 9;6 4 46-16d 16-i6d 4095 9100 9100 9100 9100 3525 7825 7825 7825 7825 17, L17, F23 HGUS412 107/s 12 35/e 10%6 4 56-16d 20-16d 5045 9600 9600 9600 9600 4335 8255 8255 8255 8255 HGUS414 117/,6 I 12 3% 12% 4 66-16d 22-16d 5515 1 10100 10100 110100 10100 4745 8685 8685 8685 8685 17,L17 1. Uplift loads have been increased 60% for wind or earthquake loading with no further ANSI/rPl 1-2007. Simpson Strong -Tie' Connector Selector- Software includes increase allowed. For normal loading applications such as cantilever construction - the evaluation of cross -grain tension in its hanger allowable loads. For additional refer toSimpsonStrong -Tie® Connector Selector" software or conservatively information, contact Simpson Strong -Tie. divide theupliftloadby1.6. 5. Loads shown are based on minimum of 2-ply 2x carrying member. With 3x carrying 2. Wind (160) is a download rating. members, use 16dx2'l/V nails into the header and 16d commons into the joist with no 3. Minimumheelheightshownisrequiredtoachievefulltableloads. For less than load reduction. With single 2x carrying members, use 10dx1% nails into the header minimum heelheight, see technical bulletin T-REDHEEL (see page 232 for details). and 10d commons into the joist, and reduce the load to 0.64 of the table value. 4. Trusschordcross -grain tension may limit allowable loads in accordance with 6. NAILS: 16d = 0.162" dia. x 3Yz" long. See page 22-23 for other nail saes and information. rnese products are available with additional corrosion protection. Additional products on j thispagemayalsobeavailablewiththisoption, check with Simpson Strong -Tie for details. a y y c 9 n c 135 l P/afetl Truss C..onnectors_ _ , =' = _ i • cs OREO This product is preferable to similar connectors because of4Pa) easier installation, b) higher loads, c) lower installed cost, or a combination of these features. All hangers in this series have double shear nailing — an innovation that distributes the load through two points on each joist nail for greater strength. This allows for fewer nails, faster installation, and the use of all common nails for the same connection. Double shear hangers range from the light capacity LUS hangers to the highest capacity HGUS hangers. For medium load truss applications, the MUS offers a lower cost alternative and easier installation than the HUS or THA hangers, while providing greater load capacity and bearing than the LUS. MATERIAL: See tables below and on page 135. FINISH: Galvanized. Some products available in stainless steel or ZMAX® coating; see Corrosion Information, page 14-15. INSTALLATION • Use all specified fasteners. See General Notes. Nails must be driven at an angle through the joist or truss into the header to achieve the table loads. Not designed for welded or nailer applications. OPTIONS: • LUS and MUS hangers cannot be modified. HUS hangers available with the header flanges turned in for 2-2x (31/a") and 4x only, with no load reduction. See HUSC Concealed Flange illustration. Concealed flanges are not available for HGUS and HHUS. See Hanger Options, page 216, for sloped and/or skewed HHUS models. Other sizes available; consult your Simpson Strong -Tie representative. CODES: See page 13 for Code Reference Key Chart. j'. i These products are available with additional corrosion protection. Additional products on this page may also be available with this option, c3 check with Simpson Strong -Tie for details. C These products are approved for installation with the Strong -Drive SD information. Structural -Connector screw. See page 27 for more v n is I' or II ii nIN II IM 134 Model No. Min. Heel Height Ga Dimensions Fasteners W H 8 Carrying Member Carried Member SINGLE 2x SIZES LUS24 2% 18 18/i6 35la 13/a 4-10d 2-10d LUS26 4'/a 1Y1e 04 1% 4-1Od 4-10d MUS26 411A6 18 iY,s 53/,a 2 6-10d 6-10d HUS26 4s/6 16 1% 5% 3 14-16d 6 i6d HGUS26 4M6 12 is/s 5% 5 20-16d 8-16d LUS28 18 1%s 61e 13/< 6-10d 4-10d MUS28 18 1Y1s 613/1s 2 8-1Od 8-10d HUS28 16 1% 7 3 22-16d 8-16d HGUS28 r6Y, 12 is/s 71/a 5 36-i6d 12-16d LUS21018 lNs 713/,s 13/<10d 410d HUS210 16 ls/s 9 3 30-16d 10-16d 1. See table on page 135 for allowable loads. V for Do's 11rf6' for 4Xs 0 c D w B LUS28 HHUS210-2 Truss Designer to provide fastener quantity for connecting multiple members together) MUS28 HGUS28-2 0 .' D D D 0 c I • z HUS210 HUS26, HUS28, and HHUS similar) th nuuuccu ncc, 1-1y g; a Miq HUSC Concealed Flanges not available for HHUS, HGUS and HUS2x) i Double Shear i Dome Double Shear Double Nailing Nailing Side View Shear Side View I (available on Nailing I Do not C some models) Top View I bend tab tovU.S. Patent 5,603,580 OF Allowable Loads SP Allowable Loads SPF/HF Allowable Loads Code Model No. Uplift' 160)' Floor 100) Snow 115) Roof25) . Wind 160) : Upliffl 160) Floor 100) Snow 115) Rooi 125) Wind 160) Uplif 00160115) now Rooi 125) Wind 160) Ret. SINGLE 2x SIZES LUS24 490 670 765 825 1045 490 725 830 895 1135 420 575 655 705 895 LUS26 1165 865 990 1070 1355 1165 940 1075 1165 1475 1005 740 845 915 1160 17,F6,L17 MUS26 1090 1295 1480 1605 1825 1090 1410 1610 1745 1825 940 1110 1265 1370 1570 HUS26 11550 2720 3095 3335 3335:-- 1550 2950 3335 3335 3335 1335 2330 2650 2820 2865 HGUS26 1765 4360 4885 5230 5390 1765 4725 5290 5390 5390 1520 3750 4200 4500 4635 L17 LUS28 1165 1100 1255 1360 1725 1165 1200 1365 1480 1835 1005 940 1075 1165 1475 MUS28 1555 1730 1975 2140 2645 1555 1880 2150 2330 2645 1335 1475 1690 1830 2275 17,F6,L1 HUS28 2000 3965. 4120 4220 4335 2000 3790 3960 4070 4335 1720 2905 3035 3125 3435 HGUS28 3015 6745 6970 7125 7275 3015 6460 6705 6870 7275 2595 4960 5160 5290 5745 L17 LUS210 1165 1340 1525 1650 2090 1165 1445 1660 1795 2270 1005 1145 1305 1415 1745 17, F6,L1; HUS210 3000 4255 4445 4575 5020. 3000 4105 4310 4450 4930 2580 3150 3315 3425 3815 Note: For dimensions and fastener information, see table above. See table footnotes on page 135. Engineered Wood &Structural Composite Lumber Connectors These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong -Tie for details C CODES: See page 13 for Code Reference Key Chart. Actual Joist Size Model No. Ga Dimensions Min/ Max Fasteners Allowable Loads Code Ref. W FHTB Face Joist bF/SP.Species Header SPF/HF Species Header Uplift 160) Floor 106) Snow 115) Roof 125) Floor 100) Snow 115) Roof 125) 11;x5'/ HU1.81/5 14 11Ys 5%s 2'/ Min 12-16d 4-10dx1% 610 1785 2015 2165 1540 1735 1865 19, L12, F81'1;s 5% 2'/ Max 16-16d 6-10dx1'/ 915 2380 2685 2890 2050 2315 2490 1 % x 7%. HU7 14 113/6 61/s 2'/ Min 12-16d 4 10dx1'/z 610 1785 2015 2165 1540 1735 1865 19, F8, L121 "/s 6"/,s 2'/ Max 16-16d 8-10dx1'/ 1515 2380 2685 2890 2050 2315 2490 HUS1.81/10 16 1's/,s 8% 3 30-16d 10-16d 3000 5135 1 5295 5400 4705 5105 5195 19, F23 1 s/ x 9'/ HU9 14 1'1,s 9% 2/ Min 1816d 610dx1 % 915 2680 3020 3250 2305 2605 2800 19, F8, L121 "/6 98/s 2'/ Max 2416d 10-10dx1'/ 1895 3570 4030 4335 3075 3470 3735 HUCQ1.81/9-SDS Hu 1'Yis 9 3 8-SDS'/a'xi W 4-SDS %'xi Y' 1505 20001 2300 2500 1440 1655 1800 SI.81/10 16 1'Yts 8% 3 30-16d 10-16d 3000 5135 5295 5400 4705 5105 5195 19,F23 1'/<x 11Y++ 11% HU11 14 1's/s 11 '/,s 2'/ Min 22-i6d 6-10dxl!4 915 3275 3695 3970 282D 3180 3425 19, L12, F81'Y1s 11'/,s 2% Max 30-16d 10-10dx1'/ 1895 4465 4705 4810 3845 4340 4600 HUCQ1.81/11 SDS 1'Ms 11 3 10 SDS Y; x1 4 SDS''/a'xi'/,' 1505 2500 2875 3125 1800 2070 2250 HUS1.81/10 16 1' 8'k 3 3016d 10 i6d 3000 5135 5295 5400 4705 5105 5195 19, F23 U14 1's/s 10Y, 2 14 i6d 6-10dx1'/ 1110 2015 2285 2465 1735 1965 2120 1'/<x 14 HU14 14 1'Yis 1311/1s 2'/ 1 Min 28-16d 8-10dx1'/ 1515 4165 4420 4505 3590 4050 4335 19, F8, L12 1"/,s 13"/,s 2% Max 36-16d 14-1Odx1Y2 2015 5055 5275 5420 4615 L5000 5130HUCQ1.81/11 SDS 1'1 s 11 3 10-SDS'/,'x114' 4-SDS''/'x134' 1505 2500 2875 3125 1800 1 2070 1 2250 19, F23 V2 x 7'/, HU48/HUC48 14 3%6 6"/,s 2'/ Min 10-16d 4-10d 760 1490 1680 1805 1280 1445 1555 19, L17, F631,s 61% 2'/ Max 14-16d 6-1Od 1135 2085 2350 2530 1795 2025 2180 HUS48 318 6' s 2 Cl 6d 6-16d 1550 1595 1815 1960 1365 1555 1680 19, F8, L12 4GUS46 12 3% 47/,s 4 20-16d 8-16d 2155 4360 4885 5230 3750 4200 4500 19, F23 HHUS48 14 3% 7/ 3 22 16d 816d 2000 4210 4770 5140 3615 4095 4415 19, F8, L12 HGUS48 12 3% 71/is 4 36-16d 12-16d 3235 7460 7460 7460 6415 6415 6415 19,F23 U410 16 3W,8 88/s 2 14-16d 6-1Od 1110 2015 2285 2465 1735 1965 2120 3'/x 1 9'/-91/2 HUS410 14 3% 8's/6 2 8-16d 8-16d 2990 2125 2420 2615 1820 2070 2240 19, F8, L12HU410/HUC410 31,6 8% 2'/z Min 14-16d 6-10d 1135 2085 2350 2530 1795 2025 2180 3/16 8%2Y2 Max 18-16d 10-10d 1895 2680 3020 3250 2305 2605 2800 HHUS410 3 e 9 3 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 HUCQ410-SDS 39/,s 9 3 12-SDS'/,'x2'/' 6-SDS'/'x2'/' 2510 4680 4955 4955 3370 3570 3570 HGUS48 12 3% 7%6 4 36-16d 12-16d 3235 7460 7460 7460 6415 6415 6415 19,F23 HGUS410 3% 9'/,s 4 4616d 16-16d 4095 9100 9100 9100 7825 7825 7825 U410 16 3%s 8% 2 14-16d 6-1Od 1110 2015 2285 2465 1735 1965 2120 3'/ 111'/, 11 %s HUS412 14 35116 10'Fi 2 10-16d 10-16d 3635 2660 3025 3265 2275 2590 2795 19, F8, L12HU412/HUC412 31;6 10% 2'/ Min 16-16d 6-10d 1135 2380 2685 2890 2050 2315 2490 31is 10-s 2'/ Max 22-16d 10-lOd 1895 3275 3695 3970 2820 3180 3425 HHUS410 3% 9 3 3016d 1016d 3735 5635 6380 6880 4835 5480 5910 HUCQ412-SDS WG 11 3 14-SDS%'x2'/" 6-SDS Ya'x2'/' 2510 5460 5560 5560 3930 4000 4000 HGUS48 12 3% 71/18 4 36-16d 12-16d 3235 7460 7460 7460 6415 6415 6415 9, F23HGUS41038/ 91/6 4 46-16d 16-16d 4095 9100 9100 9100 7825 7825 7825 HGUS412 3% 10% 4 56-16d 20-16d 5045 9600- 9600 9600 8255 8255 8255 U414 16 3'/s 10 2 16 16d 6 1Od 1110 2305 2615 2820 1980 2245 2425 3'/2x14 HU416/HUC416 14 3'/,s 13% 2Y: Min 20-16d 8-10d 1515 2975 3360 3610 2565 2895 3110 19, F8, L12Vs13%2'/ Max 26-16d 1240d 2015 3870 4365 4695 3330 3760 4045 HHUS410 38/e 9 e 3 3016d 10 ibd 3735 5635 6380 6880 4835 5480 5910 HGUS410 12 3% 9 4 46-16d 16-16d 4095 9100 9100 9100 7825 7825 7825 19, F23HGUS4143% 127/s 4 66-16d 22-16d 5515 10100 10100 10100 8685 8685 8685 HUC0412-SDS 14 3v/s 11 3 14-SDS Y<'x2'1W 6-SDS''/; x2'/' 2510 5460 5560 5560 3930 4000 4000 HU4161HUC416 14 39/16 138/s 2'/ Min 20-16d 8-1Od 1515 2975 3360 3610 2565 2895 3110 19, F8, L1231,a 13% 2'/ Max 26-16d 12-1Od 2015 3870 4365 4695 3330 3760 4045 3'/ x16 HGUS410 12 3% 9G8 4 46 16d 16-16d 4095 9100 9100 9100 7825 7825 7825 19,F23 HGUS412 3% lOY15 4 56-16d 20-16d 5045 9600 9600 9600 8255 8255 8255 HGUS414 356 127/s 4 66-16d 2216d 5515 10100 10100 10100 8685 8685 8685 HUCQ412 SDS 141 3'/s 11 1 3 1 14-SDS Yi x2'/' 6-SDS'/'x2'/' 2510 5460 5560 55601 3930 4000 4000 a' m C C C Ro a C m n a 0 n a C6 enc i. upun ioaas oases on Uf/MP lumber and have been increased for wind or 4. MIN nailing quantity and load values -fill all round holes; earthquake loading with no further increase allowed. Reduce where other loads MAX nailing quantity and load values -fill all round and triangle holes. govern. For SPF/HF, use 0.86 x OF/SP Uplift Load for products requiring nails 5. Hangers sorted in order of recommended selection for best overall and 0.72 x DF/SP Uplift Load for products requiring screws. performance and installation value. 2. 10d commons or 16d sinkers may be used instead of the specified 16d at 6. Allowable downloads are based on a joist bearing capacity of 750 psi. 0.84 of the table load value. 3. 16d sinkers may be used instead of the specified 10d commons with no load reduction. 7. NAILS: 16d = 0.162' dia. x 3Yz' long, 1 Od = 0.148' dia. x 3' long, 10dx1 Ys = 0.148' dia. x 1% long. See page 22-23 for other nail sizes and information. 105 Sglyd SawnJoist Hangers _ This product is preferable to similar connectors because ofWa) easier installation, b) higher loads, c) lower installed cast, or a combination of these features. -- The THA series' extra long straps allow full code nailing and canbefield -formed to give top flange hanger convenience. skew of Designed for mfloor trusses must be bent fordt pfflange hanger installation. the PANas a snailing d helps eliminate splitting of 42 truss bottom chords. MATERIAL: See table FINISH: Galvanized. Some products available inZMAX® coating; see Corrosion Information, page 14-15. INSTALLATION: • Use all specified fasteners. See General Notes. The following installation methods may be used: Top Flange Installation —The straps must be field formed over the header — see table for minimum top flange requirements. Install topandfacenailsaccordingtothetable. Top nails shall not be within Y,' from the edge of the top flange members. - For the THA29, nails used for joist attachment must be driven at an angle so that they penetrate through the corner of the joist and intotheheader. For all other top flange installations, straighten the double shear nailing tabs and install the nails straight into the joist. Face Mount Installation —Install all face nails according to the table. Not all nail holes will be filled on all models. On models where there are more nail holes than required, the lowest 4 face holes must befilled. Nails used for the joist attachment must be driven at an angle s° that they penetrate through the corner of the joist into the header. Alternate Installation The THA 4x hangers may be installed in atopflangeconfigurationusingthetabulatedfastenersforfacemount installation and achieve the face mount installation loads. Install the tabulated face nails into the face and top of the carrying member. Nailsusedforthejoistattachmentmustbedrivenatananglesothattheypenetratethroughthecornerofthejoistintotheheader. Uplift —Lowest face nails must be filled to achieve uplift loads. OPTIONS: • THA hangers available with the header flanges turned in for 3%, except THA413) and larger, with no load reduction — order THAC hanger. CODES: See page 13 for Code Reference Key Chart. j Double ShearDouble Nailing Side ViewShear Do not bend tab To Nailing ew I ,,, unless otherwisep noted em THA418 I`y 0 0. r. N o' r- c hW Zyri UTI/ THA29 Attachment Top nails per table of nailer per Designer, Dome Double Shear Nailing Side View available on some models) U.S. Patent 5,603,580 Face nails pertable min. 1/4' 1 SIMPSON Strong -Tie Typical THA Top Flange Installation rom edge)VJPP'-Typical THA29Rao ' Face Mount Installation f•--h--t M-for THAG422 - Straighten the double shear nailing tabs and install nails straight into the joist Typical THA Top Flange Installation on a Nailer except THA29) r.. lwforTHAC422 21A• for THA422-2 THAC422 &.,V,/THAR L422 These products are available with additional corrosion arolection. Add tinnar nrndurtc ,,,, fh; m... Minimum Carried Member Model N°• Ga Dimensions W H C Min. , Top in. aderHe Fasteners' Membei Member DF/SP Allowable Loads Uplittz Floor Snow Roal 160) (100) (115) (125) ounpsun arrong-lie SPF/HF Allowahle Loads Upliftz Floor Snow Roof 160) (100) (115) (125) Tor oetans. CodeFlangeepthRef. To Face Strai ht Slant TOP FLANGE INSTALLATION2x4 2x6 THA29 THA213 18 18 isle 15/e 9"/,e 13 6 5'/e 5'/ 2'/e 1'/ 410d 4lOd 4-1Od 560 2260 2310 2350 480 1740 1785 1815 2x6 THA218 18 isle 17 6 5'/2 2 410d 210d 4-10d 2-10d 4-10dx1'/2 4-10dx1'/z 1615 1615 1615 1280 1280 1280 2 2x10 THA218-2 16 3'/e 17"/a 8 2 4-16d 2-16d 6-10d 1615 1615 1615 1280 1280 1280 2 2x10 THA222-2 16 3'/ 22'/6 8 2 4-16d 2-16d 6-1Od 2245 2245 2245 1935 1935 1935 18, F7, 4x6 THA413 18 35/e 135/6 4Yz 1'h 4-10d 2-1Od 4-10d 2245 2245 2245 1935 1935 1935 L15 4x10 1 THA418 16 35/e 17Yz 7'/e 2 4-161 2-16d 6-1 16151615 161522450d 1615 2245 1280 1280 1280 4x10 THA422 16 35/e 22 7. 2 4-16d 2-16d 6-10d 1935 1935 1935 4x10 THA426 14 3% 26 7a 2 4-16d 4-16d 6-16d 2245 2245 2245. 1935 1935 1935 2435 2435 1004x10 2435 2095 2095 2095 - F23 THAR/L42216 2 4x10 THA422-2 14 3% 7'/4 22% 8 2%2 4-10d 8-lOd 110d 210dx1'/z 310 1675 1675X114 16754 260 1405 1405 1405 L15 2 4x10 THA426-2 14 7'/< 22"', 26Y6 9 9% 2 2 4-16d 4-16d 4-16d 4-16d 6-i6d 6-16d 3330 3330 3330 2865 2865 2865 3330 3330 3330 2865 2865 2865 170 2x4 THA29 18 is/e 9"/,6 SYe 91ye FACEMOUNTINSTALLATION 2x6' THA213 18 15/s 13 6 5'/z 16-10d 141Od 4 10d 560 2125 2310 2350 480 1740 1785 1815 2x6 THA218 18 15/s 176 5'/z 17'/6 18 10d 410d 1170 1795 1840 1870 780 1385 1425 1450 2 2x10 THA2-2 16 31/a 173/. 8 14Y6 2216d 4 10d1 1170 1795 1840 1870 780 1385 1425 1450 2x10 THA2222 2i6 3a 226 8 146 2216d 6 i6d 1855 3695 3695 3695 1595 3185 3185 3185 18, F7,_ 4x6 THA43 11835/e 13 6 4'/2 13% 1410d 6 l6d 1855 3695 3695 3695 1595 3185 3185 3185 L15 4x10 THA418 16 35/e 17'/2 7'/6 14'/6 22-16d 410d 1170 1940 2235 2400 780 1660 1910 2075 4x10 THA422 16 35/e 22 7% 14'/c 2216d 6-16d 1855 3695 3695 3695 1595 3185 3185 3185 4x10 THA426 14 35/a 26 7/6 i6'/6 30-i6d 6-16d 1855 3695 3695 3695 1595 3185 3185 3185 2 4x10 THA422 2 14 7'/ 221Ye 9'/ 166 30 16d 6-16d 1855 4550 4550 4550 1595 3915 3915 3915 F23 2 4x10 THA426 2 14 7'Y4 26Y6 9 18 38-16d 6-16d 1855 5160 5520 5520 1595 4440 4745 4745 t 18d cinka rn ,tie -,.a . 6 16d 1855 5520 5520 5520 1595 4440 4745 4745 170 2. Uplift has been increased for wind or earthquake loading with noc eau. further increase allowed; reduce where other loads govem. 3. Roof loads are 125% of floor loads unless limited by other criteria. 4. THAR/ 1_422 with 4-10d top nails and 2-10d face nails: When the hanger height is between 9' to 12', the allowable download is 1440 lbs. for DFL and 1210 lbs. for SPF. No further increase allowed. D. rur Lop range installation on a -nailer (see detail above), install joist nails straight by bending the doublesheartabs. 6. For single 2x and 3x nailers, the following THA hangers can be installed using 10dx1 W top nails and 2-16d face nails with reduced allowable loads as noted: THA4181THA422: 1415 lbs. for DFL, 1215 lbs. for SPF; THA426: 2245 lbs. for DFL, 1930 lbs. for SPF. 7. Min. Top Flange refers to the minimum length of strap that must be field -formed over the header. 8. NAILS: 16d = 0.162' dia. x 3 W long, 1662'% = 0.162• dia. x 2'/F long, 1 Od = 0.148' dia. x 3' Iong 10dx1%= 0.148' dia. x 1'/i long. See page 22-23 for other nail sizes and information. 89 VALLEY FRAMING & BRACING DETAIL.. Lumber Size and Grade,IMinumum Requirements Ridge board 2x6 (min) a2 Southern PI" or better, 1 Rafter spans 20' D" or less [A) 24 SP 92. SPF AI/a2 DF a2 or better: I TRUSS 0) Zx6 SP. a2, SPF a1/A2, of a2 or better TRUSS` UNDER: VALLEY FRAMiNG PurllnsJLateraibracing_.2x6SP42,HFa2,OFp2,orbetter rI [ l VALLEYRAFTER.ORRIDGE Steeper- 2x(widthofrafier seat cut) SPF 03 or better ('• t ,,, i I. SID'-}DR)PP(_:E 2 parallel zx6 SPF A3, ( fl ° Cripples 41•01'.for 30 p"sf (TL) and 20 psf (TO) Max: crippies, and blocking:-: 2x6 SPF.A3 or better Space the crippes for each row starting from the valleys or sleepers Tiussaelov+_. ;See design -Southern Pine rdateri;i- and working inward tothe ridge board so that:crippie locations are. i staggered between : rows; SECTION CUT PARALLEL TO VALLEY RAFTER IN A),(e) RAFTER _ .. _. ._. _... ..... _.. m ®:. RIDGE: ,. ,... T ;.... BOARrJ, ' „COLLAR BEAM, EVERY THIRO. 2xa) !PAiROF, RAFTERS rALLE ROOF PLAN Connection Requirement Motes 2z6 1: raftersto ridge 4d6d toe-riails' SEE CMPPLE, BRA N „ _ y2 -- _ Attachment can be made ijlrectiy 2. Cripple to ridge. '4l16d toe -nails •. a 8LOCKING NOTE ., rro a orthrough plywo6d sheathing rafter 3. Cripple4,16d toe -nails t RIFPLE5 _ x Y - ig 2 Height - b ..edtGrl, a Y^x6" notch iii sheathing 816d fate -nits'; Of-Vd1ley + 4•-a" MAX SPACING 4'.0" TYPICAL 4'-0" TYPICAL: 4 -0" TYPICAL 4., 'Rafter to sleeper or blocking 5 16d toe -nails Rafter to. two 2x6 sleepers 4'164d toe -nails 5.: ;Sleeper totruss 4:16dtoe-hails Two 24'sleepersto truss 3;16d toe-naiis each sleeper & truss' : s ' Z g 6. • 'Ridge board to roof block A llid toe -nails O • , BEVEL RAFTER CUT AS REO'D FOR PITCH 7. rlidge board to cross 4.16d toe -nails 0 0' o a Purlin to (Typ) 3 l6d toe-na)[S 9. Truss to blocking 4'16d toe -nails' 10.; 'Trusstocripple' 'A26dtoe- naffs` T uss,to cripple 416d We -nails TYPICAL. COMMONS; - 2x4 Purlin24" 0 112':stiwmiN , (designed by others) 2za 8L CKING 2xa iaLoc KING. SPACED 24" U. C.- (Where sheathing applied) 22. Cipple'to ptrl)n `3 16d Lae -nabs NOT REQUIRED IF SLEEPERS,AREIUSED) GENERAL NOTES CRIPPLE" BRACING & BLOCKING NOTES 13. Collar, beam to rafter 4160toe-traits; Purlins'requtred 2'- 0" O.C. in absence of plywood sheathing -2x4 continuous lateral restraint (CLR) min. is required'tor cripples .5%0"-fo 10'=0" Long Trusses without sheathing applied must be:evaluated accordingly, nailed wl 2 •10d6(0.148"x3");nails. Or 2x4 "T• or scab reinforcement nailed to flat edgy NOTE:_ 16d(0. 16r'x3,5")COMM ONNAILS Purlin should overlap' Sheathing one truss; spacing minimum_ of cripple. with IOd J0.128"x3 0") naits at 8" o.c. "Ti°- or scab must be 90% ;of cripple length;. T^ in cases thatthis -is impractical• overlap sheathing -a minimum, :Cripples over 10'-0 -long requre two CLR's or both taces`wl or scab. 'Use stress of 6"; and: naii upwards through sheathing, into puriin witti a -graded lumber & box or common nails. - minimum of 8- ar1 (O;t31^x2.5") common wire nits:: - ,Narrow'edge of c"rfppie canface ridge orrafter, Effects of not providing' sheathIng below a valley set as long,as the proper number of nails are musYbe evaivaied by the building designer: installed into ridge board This drawing applies'to valleys with the following' conditions:. -Install.blocking under rafter if sleepers are not used Install blocking,un cripples If cripples falhtietween or Spans (distance betweenheels)'40'-0" or less - ; Max)mum'valley Wght 14'-0" lower truss top chords and lateral bracing Is not used. i Maximum mean roof hat ht; 30-:feet -Apply aEl nailing,(t accordatite to currant NOS requirements:. - I g Nails.are commonawire nails unless noted othetwise. ASCE 7-05, 146 mph,:Enclosed, Cat II; Expli; 1=1.0, Kzt?1 0 Or A Maximum of ASCE 7-301 190 mph, Enclosed, Exp;D, Kzt=1;O: WNbmxie,READ-NO FMLZV- N1, tatt:s a T= aRAVM - :t. mIPGRrWt— rdMSR T.= WAVMicIIIALLCDOWCTDRSn'CLUDM ttE WSTAt1CRS. ` l ry + : jp• 70861 k zo( 3a ?)) J `'%. I?BF .t/fti 1. ' Tn.sxrs'rrquN exh- w.e •care az fobtcatt p, hoer+kq, WpPkq. tnsialllrp antl trap^p RKn.to w«iy• iollw tM tacost oortbn of aCS! (at4aey Caeponent SnPety lnfornallon, by TPI and SBCN foG mfetyr racUcez nr'lor' to Perfarntq terse "furctbro, lru'tn((Ma, snai Provlae y brat.,. P.- . p. A- lrC DI, 1 4() 7 n TTI, l,t l0) 1 14 lutes[ robed otl,erue, top chortl sholl Rave proprrty attached t<tvcNol seratwy aro bo c strt.no a n. prgerly ttaced rqm ceuo. Locanass atw.n fo' Pe+nxnt t test r tratit shou lw e.CracY+ a irrztaued Per HCSl secibrss a3. Y] tr am, as aPPtkahte. Pppty as<es;t a ,-Pa STATE OF BC 'UL. U; J Ci Q DRWG VACNV.... 5 O LI of t , e am Pa:wan ax aha•n arx a and an the ant ash, a ee: na<eq at .rest:, .Gi` Refer W rMaelr ps 160A z ro, standv-d ptatr porttlans. - . e : B c I I 0' 0 0 0 V Miftwo tNpAl+r. j AfpY+e a afvlsion of iN aulldinM Conparrntx rr'oW InG shalt ro! be zponsbte for am. deNo //" raA t iultd tnr ; trris, iri eartforewiet Mth NiSI/TPt 1. 'or for harwkip, h, t p, J Q e COR'{ pP; e ,fi mcr I ):3u . b 7 si: wstat tv by ofAseatontile, drQ.e`q or tom page ttsttto U4s orarh0, Mxloa<es aaaPtance of Profesclvnt -.'Sy k ty tY sots y Par <M s7pn TM. wfNRty and u>pc of Ws' Aw -' e ` s t' f. < iwr re,Rioro ith' ;G 7' W' NAv7Pt.i Sect ty N D 1 FAC. 1.? 5 1 15 7.:& late „rdor e ant; Gy, iK: s) i5 For. 4+for.a< tan se. th!s fob"perrral'rotespoee and Stiles. b rites+- ALpt E. maPe ein. Cora TPi, ....tP ato y,, seta ...-st ;ran :t yo roe teoe:ee,fearof aV,„r` t1•,r t . ., 1C,,I1G E Ak30V1 s Alpine, an ITW Company x,, Jllri II II VI/IIG I.I JII. ustomer. Carpenter Contractors of America Job Number: N330034 DbDescription: W FL /NFL / TEENBLDR ,9A6/9A7 ,158MB/158MC/158TB/158TC ,02C ,RC01 ddress: City, State, Zip: 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 Phone:(800)755-6001 alpineitw.com Name, Address and License # of Structural FOR if one exists for the building: Name: I License #: Address: City, State, Zip: State: JVN uyulccl my vincllG. esign Code: FBC 6th Edition (2017) View Version: 17.02.01.1115.21 JRef #: 1 W7X89750323 Irnd Standard: ASCE7_10 Wind Speed (mph): 150 Roof Load (pst): 20.00-17.00- 0.00- Floor'Load (psr): None 10.00 This package contains a job notes page, 42 truss drawings and 0 details. Item Seal # Truss 1 025.18.1643.05254 Al 3 025.18.1643.05192 A3 5 025.18.1643.04848 A5 7 025.18.1643.05301 A7 9 025.18.1643.04879 A9G 11 025.18.1643.05535 B1 13 025.18.1643.05958 C1G 15 025.18.1643.06097 V8 17 025.18.1643.05818 V12 19 025.18.1643.04708 MV2 21 025.18.1643.05722 MV6 23 025.18.1643.05817 HJ71 25 025.18.1643.04628 HJ68A 27 025.18.1643.05145 EJ7 29 025.18.1643.05050 EJ68 31 025.18.1643.05332 EJ68B 33 025.18.1643.05472 CJ5 35 025.18.1643.05473 CJ5B Item Seal # Truss - 2 025.18.1643.05146 A2 4 025.18.1643.05114 A4 6 025.18.1643.05347 A6 8 025.18.1643.05614 A8 10 025.18.1643.04878 A10G 12 025.18.1643.05863 B2G 14 025.18.1643.05019 V4 16 025.18.1643.04863 V8A 18 025.18.1643.05769 V16 20 025.18.1643.05567 MV4 22 025.18.1643.05394 HP 24 025.18.1643.05426 HJ68 26 025.18.1643.05972 HJ6 28 025.18.1643.06067 EJ71 30 025.18.1643.04629 EJ68A 32 025.18.1643.05988 EJ6 34 025.18.1643.05 s64aacnen4CJ5Aas7eeneecrorrc. nat; i re. Printers copies. w h3rrt an oreginai signature musl 70861 sTATE OF c Geueredusirtgtheoriq:na[ esectroni versarr. ir11iliq, b i r ov2si2ot s Florida Certificate of Product Approval #FL1999 Printed 1/25/2018 7:28:23 PM ALPINE AN!I W CMI:-' JILW II1/ W l IIIQLIVII. Customer: Carpenter Contractors of America Job Number: N330034 JobDescription: W FL /NFL / TEENBLDR ,9A6/9A7 ,158MB/158MC/158TB/158TC ,02C ,RC01 Address: I City, State, Zip: Item Seal # Truss 37 025.18.1643.06098 CJ51 39 025.18.1643.05020 CJ3A 41 025.18.1643.04707 CJ1 Alpine, an ITW Company 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 Phone:(800)755-6001 alpineitw.com Item Seal # Truss 38 025.18.1643.05628 CJ3 40 025.18.1643.06051 CJ31 42 025.18.1643.05959 CJ11 This dscement has 'seen etectronieatly vic natt uainr a ttiTFtat Sir nah re. pn'" 9 . copie- without an original si4natnre must be verified usingthe original electronic version. rri111iMlaRAM 7108151 STAFF OF , 01/25/2018 Florida Certificate of Product Approval #FL1999 Printed 1/25/2018 7:28:23 PM Job Numbe'r: N330034 Ply: 1 SEQN: 41286 / T13 COMN Cust: R8975 JRef: 1W7X890323 W.FL / N FL / TEENBLDR Qty: 75 19 FROM: RWM DrwNo: 025.18.1643.05254 Truss Label: Al SSB / WHK 01/25/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld. 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " T7"7 15' 22'4"9 T7"7 7,4"9 T4"9 1'4" T7"11 7'7" 11 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set " 1313" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0.113"x2.5",min.). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. a) or scab reinforcement may be used in lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" oc. Wind Wind loads based on MWFRS with additional C&C member design. T4"5 15, Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu:NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 1114X6D 30' 22'4"5 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.105 1 999 360 VERT(TL): 0.399 1 999 240 HORZ(LL): 0.047 H - - HORZ(TL): 0.113 H Creep Factor: 2.0 Max TC CSI: 0.883 Max BC CSI: 0.916 Max Web CSI: 0.350 VIEW Ver: 17.02.01A.1115.21 01/25/2018 30' T 7 7711 1'4" 30 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1572 / 180 / 1082/ - / 294 / 8.0 F 1572 /180 /1082/- /- /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 2.2 F Min Brg Width Req = 2.2 Bearings B & F are a rigid surface. Bearings B & F require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 837 - 2607 D - E 680 -1797 C - D 680 -1797 E - F 837 - 2607 Maximum Sot Chord Forces Per Ply (Ibs) Chords TenS.ComD. Chords Tens. C B - J 2235 - 605 1 - H 2232 - 636 J - 1 2232 - 605 H - F 2235 - 636 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - 1 358 - 830 1 - E 357 - 830 D - 1 920 - 309 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinqq and bottom chord shall have a propperly attached ri41d ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf9Details, unless noted otherwise. (Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Building.Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN my COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page.. 13723 Riverport Drive listing this drawing, indicates acceptance of pro esslona engineerm responsibility solely for the design shown. The sui ability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 200 For more information see this job's general notes page and these web sites: ALPINE:- www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Maryland Heights, MO 6304 Job NumbeY: N330034 Ply: 1 SEQN: 41287 / T8 / HIPS Cust: R R8975 JRef: 1 W7X89750323 W FL / N FL / TEENBLDR Qty: 1 FROM: RWM DrwNo: 025.18.1643.05146 Truss Label: A2 SN / WHK 01/25/2018 7'7" 7 + 14'8" + 22'4"9 + 30' T7"7 7'0"9 T8" 9 7 7" 7 6X6D 30' 14" T711 T711 14'8"10 22A"5 7711 11'4" 30' Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.105 1 999 360 B 1572 / 179 / 1073/ - / 290 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.399 1 999 240 F 1572 / 179 / 1073/ - / - / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.047 H - - Wind reactions based on MWFRS Des Ld: 47.00 EXP: C HORZ TL 0.113 H B Min Br Width Re 2.2gq NCBCLL: 10.00 Mean Height: 15.00 ftg Code / Misc Criteria Creep Factor: 2.0 F Min Brg Width Reg = 2.2 Soffit: 0.00 TCDL: 4.2 psf BCDL: 5.0 sfP Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.883 Bearings B & F are a rigid surface. g g Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.916 Bearings B & F require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.350 Members not listed have forces less than 375# Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1115.21 Lumber B - C 823 -2607 D - E 662 -1797 C - D 662 -1797 E - F 822 - 2607 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SIP #2 N Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SIP #3 Lumber value set 1313" uses design values B - J 2235 -592 1 - H 2232 -625 approved 1/30/2013 by ALSC J - 1 2232 -592 H - F 2235 -624 Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0.113"x2.5",min.). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. a) or scab reinforcement may be used in lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" oc. Wind Wind loads based on MWFRS with additional C&C member design. 01 /25/201 a Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - 1 362 - 830 D - 1 919 - 311 1- E 362 -830 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propperly attached rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracin insalled per BCSI sections B3, B7 or 810, as applicable. Appigy Oates to each face_ oftrussand position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Build in Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY truss in conformance with ANSITTPI 1, or for handlin, shipping, installation and bracing of,trussesA seal on this drawing or cover page, , 13723 Riverport Drive listingthisdrawingindicatesacceptanceofpro) esslona engineering responsibility solely for the design shown. The suitability anduseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Suite 200 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Maryland Heights, MO 6304 Job Numbe4: N330034 Ply: 1 SEQN: 41288 / T12 / HIPS Cust: RR8975 JRef: 1W7X89750323 W FL / N FL / TEENBLDR Qty: 1 FROM: RWM DrwNo: 025.18.1643.05192 Truss Label: A3 SN / WHK 01/25/2018 v Foo a•2 777 13' 15' 1T i_ 22'4"9 777 54" 9 2' + 2' 5'4"9 1112X4 1114X6 =6X6 1//4X6 D E F 30' 30' 7'77 1'4" 77'11 77'11 7'4"5 7'4"5 15, 22'4"5 77'11 1'4_ 30' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.105 K 999 360 B 1572 / 454 / 1081 / - / 261 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.402 K 999 240 H 1572 / 454 / 1081 / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.046 J - - Wind reactions based on MWFRS EXP: C Des Ld: 47.00 HORZ (TL ) 0.112 J B Min Br Width Re 2.2gq Mean Height: 15.00 ft NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 2.0 H Min Brg Width Req = 2.2 TCDL: 4.2 psf Soffit: 0.00 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.760 Bearings B & H are a rigid surface. BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.872 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.400 Members not listed have forces less than 375# Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1115.21 B - C 898 - 2592 E - F 953 - 2267 Lumber C - D 733 -1817 F - G 733 - 1817 Value Set: 13B (Effective 6/1/2013) D - E 953 -2267 G - H 898 -2592 Top chord 2x4 SP #2 N :T1, T5 2x4 SP #1: Bot chord 2x4 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set " 136" uses design values approved 1/30/2013 by ALSC B - L 2217 -657 K - J 2214 -690 L - K 2214 - 657 J - H 2217 - 690 Bracing a) 1X4 #3SRB or better continuous lateral restraint Maximum Web Forces Per Ply (Ibs) to be equally spaced. Attach with (2) 8d Box or Gun Webs Tens.Comp. Webs Tens. Comp. nails(0.113"x2.5",min.). Restraint material to be supplied and attached at both ends to a suitable C - K 337 -767 M - K 876 - 282 support by erection contractor. D - M 841 - 295 M - F 841 - 296 a) or scab reinforcement may be used in lieu of CLR for CLR tcuuruu4 41t7rj71>• i1r K - G 337 -767 restraint. substitute (1) scab (1) and (2) scabs for (2) CLR'S where shown. Scab° 01 reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun 1 , nails @ 6" oc.A' i° ia •.*j t+ ii Wind s Q^ 708WindloadsbasedonMWFRSwithadditionalC&C member design. o s x i s r r . vA.' p+ COA //i8 01/25/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI., Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracingpinstalledperBCSIsectionsB3, B7 or 910, as applicable. Apply Oates to each face oftrussand position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE drawings 160A- Zforstandardplatepositions. Alpine, a division of ITW Buildinc+LComponents Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY truss in conformance with ANSI PI 1, or for handlin]q shlppinqq, Installation and bracing of,trussesA seal on this drawing or cover paqe.. 13723 Riverport Drive listing this drawing indicates acceptance of proTesslonaf engineering responsibility solely for the design shown. The suitfablllty Suite 200 and use ofthisdrawing, for anystructure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites ALPINE: www.alpineitw.com, TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Maryland Heights, MO 63042 Job Numbe'r: N330034 Ply: 1 SEQN: 41289 / T7 / HIPS Cusl: RR8975 JRef: 1W7X89750323 W FL / IN / TEENBLDR Qly: 1 FROM: RWM DrwNo: 025.18.1643.05114 Truss Label: A4 SIN / WHK 01/25/2018 T9"7 12'8" 15' 1T4 T9"7 4'10"9 2'4" 2'4" 0'4" T7"11 711 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXPC Des Ld: 47.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h to 2h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 :T2 2x4 SP #2 IN: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails( 0.113"x2.5",min.). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. a) or scab reinforcement may be used in lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" oc. Wind Wind loads based on MWFRS with additional C&C member design. 1112X4 1114X6 = 6X6 X4X6 D E T2 F 30' 22' 2"9 4' 10"9 7' 4"5 7,4"5 15' 22'4"5 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): 0.107 K 999 360 Lu: NA Cs: NA VERT(TL): 0.409 K 999 240 Snow Duration: NA HORZ(LL): 0.046 J - - HORZ( TL): 0.112 J Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.723 TPI Std: 2014 Max BC CSI: 0.872 Rep Factors Used: Yes Max Web CSI: 0.388 FT/ RT:20(0)/10(0) Plate Type(s): VIEW Ver: 17.02.01A.1115.21 WAVEf •• sff•iit y0• l ffff i i SAT d •; ; COA 3 ONAI. 01 / 25/2018 30' 7' 9" 7 7711 1'4" Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1572 / 231 / 1080/ - / 255 / 8.0 H 1572 / 231 / 1080 / - / - / 8.0 Wind reactions based on MWFRS B Min Brg Width Req = 2.2 H Min Brg Width Req = 2.2 Bearings B & H are a rigid surface. Bearings B & H require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 904 - 2593 E - F 1028 - 2458 C - D 738 -1823 F - G 738 - 1823 D - E 1028 - 2458 G - H 904 - 2593 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - L 2219 - 662 K - J 2215 - 695 L - K 2215 - 662 J- H 2219 - 695 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - K 336 - 760 M - K 871 - 279 D - M 1018 - 369 M - F 1018 - 369 K - G 336 - 760 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) fsafety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly gid ceiling Locations shown forpermanent lateral restraint of webs shall have bracinq installed per BCSI sections B3, B7 or 10, Sle. Apply plates toeachfaceoftrussandpositionasshownaboveandontheJointDetails, unless noted otherwise. Refer to 60A-Z for standard plate positions. a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing oftrussesA seal on this drawing or cover page, this drawing indicates acceptanceofprofessionalengineerinqresponsibilitysolelyforthedesignshown. The S.,Pablllty e of this yawing for any structure is he responsibility of the Building Designer per ANSI/TPI 1 Sec.2. information see this job' s general notes page and these web sites: ALPINE: www.alpineim.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsaf AL NE AN rrW COMPANY13723 Riverport Drive Suite 200 Maryland Heights, MO 63042 Job Numbdr: N330034 Ply: 1 SEQN: 41290 / T9 / HIPS Cust: RR8975 JRef: 1W7X89750323 W FL / N FL / TEENBLDR Qty: 1 FROM: RWM DrwNo: 025.18.1643.04848 Truss Label: A5 SIN / WHK 01/25/2018 77'11 11' I 19, 22'4"5 30' 7711 3'4"5 8' 3-4"5 77'11 14" T9'7 7'9" 7 e 5X5 = 5X5 D E 7'2"9 15' 30' 7'2"9 22'2"9 797 14" 30' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W B 1572 / 456 / 1075/ - / 227 / 8.0TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.091 J 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.347 J 999 240 G 1572 / 456 / 1075/ - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.043 1 - - Wind reactions based on MWFRS Des Ld: 47.00 EXP: C HORZ TL 0.103 1 B Min Br Width Re 2.2gq Code / Misc CriteriaNCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 G Min Brg Width Reg = 2.2 Soffit: 0.00 TCDL: 4.2 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.879 Bearings B & G are a rigid surface. g g Load Duration: 1.25 BCDL: 5.0 psfp MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.934 Bearings B & G require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.244 Members not listed have forces less than 375# Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 17.02.01A.1115.21 B - C 925 - 2586 E - F 1030 - 2494 C - D 1031 - 2494 F - G 925 - 2586 Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) D - E 815 -1914 Top chord 2x4 SP #1 Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - K 2211 - 680 J - 1 1864 - 562 K - J 1864 - 534 1 - G 2211 - 713 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - K 235 - 388 E - 1 641 - 272 K - D 641 - 273 1 - F 235 - 388 010 sV,••E ,Sfi , r a` S s 0 z •a ;• SAT 0. c. ••....,.,.••• COA II>Qti 01/25/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinginsalled per BCSI sections B3, B7 or B10, as applicable. Apply Oates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW BuildincL Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the mmV COMPAY truss in conformance with ANSI/TPI 1, or for handling, shipping, Installation and bracing of.trussesA seal on this drawing or cover page, , 13723 Riverport Drive listing this drawing, indicates acceptance of ro esslona engineering responsibility solely for the design shown. The suitability Suite 200 anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindus".com; ICC: www.iccsafe.org Maryland Heights, MO 63043 r Job Numbbr: N330034 Ply: 1 SEQN: 41291 / T6 / HIPS Cust: RR8975 JRef: 1W7X89750323 W FL / N FL / TEENBLDR Qty: 1 FROM: RWM Dnallo: 025.18.1643.05347 Truss Label: A6 SN / WHK 01/25/2018 T7"11 10'8" 19'4" 22'6"1 30' T7"11 3'0 -5 8'8" 37-1 T5"15 6X6 = 6X6 D E 4'8" 25'4" 79"7 7'2"9 7'2"9 3'1"7 4'8" 1'4"' i 7 15' 22'2"9 25'4" 30' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.051 C 999 360 B 1340 / 237 / 936 / - / 222 / 8.0 BCLL 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.199 C 999 240 1 1524 / 245 / 945 / - / - / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.024 I - - G 340 / 106 / 272 / - / - / 8.0 Des Ld: 47.00 EXP: C HORZ TL 0.057 1 Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ftg Code / Misc Criteria Creep Factor: 2.0 B Min Big Width Req = 1.9 Soffit: 0.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.961 1 Min Brg Width Req = 2.1 Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.857 G Min Big Width Req = 1.5 Bearings B, 1, & G are rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Re Factors Used: Yesp Max Web CSI: 0.758 iBearingsB, I, & G require a seat plate. Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1115.21 Maximum Top Chord Forces Per Ply (Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set: 13B (Effective 6/1/2013) B - C: 760 -2078 E - F 510 - 1002 Top chord 2x4 SP #1 :T3 2x4 SP #2 N: C - D 860 -1974 F - G 385 -74 Bot chord 2x4 SP #2 N D - E 611 -1313 Webs 2x4 SP #3 Lumber value set 1313" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Wind B - L 1757 -532 K - J 1055 -286 Wind loads based on MWFRS with additional C&C L - K 1451 -398 J - 1 812 -232 member design. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. yjttifittiiNy,r lr L - D 601 - 255 J - F 511 -151 p `'` sip , Zvi, , lr .'r._ K - E 448 -121 F - 1 602 - 1685 E - J 179 -485 COA9r$ v14iiI- — 0 - tq®aa 01/25/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperly attachedrigqidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracingqinstalledperBCSIsectionsB3, B7 or B10, as appllcab-le. Apply plates to each face, of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN COMPANY truss in conformance with ANSI/TPI 1, or for handlin shipping, Installation and bracing of,trussesA seal on this drawing or cover page , , 13723 Riverport Drive listing this drawing indicates acceptance of pro essiona, engineering responsibility solely for the design shown. The sui ability Suite 200 anduseofthisdrawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSIITPI1Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.org; SBCA: www.sbcindustry.com; ICC: w Jccsafe.org Maryland Heights, MO 6304 Job Number: N330034 Ply: 1 SEQN: 41292 / T5 / HIPS Cust: RR8975 JRef: 1W7X89750323 W FL / N FL / TEENBLDR Qty: 1 FROM: RWM DrwNo: 025.18.1643.05301 Truss Label: A7 SN / WHK 01/25/2018 4'6" 9' 15, 4'6" 4'6" 6- 21' 30' 6' 4'6" 4'6" 6X6 III 2X4 = 6X6 D E F 4X4 = 5X8 =4X4 30' 1'4" 9, 6' 6' 9' 1'4" 9' 15' 21' 30' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W TCDL 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.121 E 999 360 B 1572 / 458 / 1063/ - / 194 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.461 E 999 240 H 1572 / 458 / 1063/ - /- 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.039 J - - Wind reactions based on MWFRS Des Ld: 47.00 EXP: C HORZ TL 0.093 J B Min Br Width Re 1.9gq NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria CreepP Factor: 2.0 H Min Brg Width Req = 1.9 Soffit: 0.00 TCDL: 4.2 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.556 Bearings B & H are a rigid surface. Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.652 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.220 Members not listed have forces less than 375# Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1115.21 B - C 1023 - 2709 E - F 1018 - 2455 Lumber C - D 915 - 2363 F - G 915 - 2363 Value Set: 13B (Effective 6/1/2013) D - E 1018 -2455 G - H 1023 -2709 Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC B - L 2364 -801 K - J 2057 -649 L - K 2057 - 615 J - H 2364 - 834 Wind Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply (Ibs) member design. Webs Tens.Comp. Webs Tens. Comp. D - L 405 - 75 E - K 233 - 490 D - K 496 - 218 F - J 405 - 75 K - F 496 - 218 H+ iat Se r«^,+.« eo«.«ty' 1. f f ll u E\jE S f.' 1. `.' e 4 s M jy w 4 O. i^j 08 1 a « j 0 S T 0 4V 0 NACOA '` it" 01/25/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building TPI for to these functions. Installers shall temporary ComponentSafetyInformation, by and SBCA) safety practices prior performing provide bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperly Locations for lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 810, attachedrigidceilingshownpermanentas applicable. Apply plates to each face. of truss and position as shown above and on the Joint9Details, unless noted otherwise. f2efer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Build ing Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIr PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover pa e listing this drawing indicates acceptance of pro-fessionar engineering responsibility solely for the design shown. The suitability ANSI/TPI 1 Sec.2. ANtnvcoMPANY 13723 Riverport Drive Suite 200 anduseofthisrawingforanystructureisfheresponsibilityoftheBuildingDesignerperFor more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.t inst.org; SBCA: www.sbcindustry.com; ICC: w Jccsafe.org Maryland Heights, MO 6304 Job Number: N330034 Ply: 1 SEQN: 41293 / T3 / HIPS Cust: RR8975 JRef: 1W7X89750323 W FL / N FL / TEENBLDR Qty: 1 FROM: RWM DrwNo: 025,18.1643.05614 Truss Label: A8 SN / WHK 01/25/2018 4'6"1 4'6"1 1'4" 8'8" 8'8" 8'8" 4'1"15 15' 6'4" 21'4" 6'4" 6X6 1112X4 = 6X6 D E F 25'4" 6'4" 15, 6'4" 21'4 25'2"4 3' 10"4 4' 25A 30' 4'9"12 4'8" 30' 14 30' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.065 E 999 360 B 1294 / 380 / 904 / - / 189 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.254 E 999 240 J 1829 / 516 / 1086/ - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.021 K - - H 168 / 143 / 155 / - / - / 8.0 Des Ld: 47.00 EXP: C HORZ TL 0.051 K Code Wind reactions based on MWFRS NCBCLL: 00 Mean Height: 15.00 ft Misc Criteria CreepFactor: 2.0 B Min Brg Width Req = 1.8 0. Soffit: 0.00 TCDL: 4.2 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.620 J Min Br Width Re 2.5 Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.865 H Min Brg Width Req = 1.5 Bearings B, J, & H are a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.553 Bearings B, J, & H require a seat plate. Loc. from endwall: not in 9,00 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1115.21 Maximum Top Chord Forces Per Ply (Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set: 13B (Effective 6/1/2013) B - C 813 - 2105 E - F 718 - 1607 Top chord 2x4 SP #2 N C - D 715 -1779 F - G 379 - 855 Bot chord 2x4 SP #2 N D - E 718 -1607 G - H 717 - 228 Webs 2x4 SP #3 Lumber value set " 13B" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Wind B-M 1825 -613 K -J 307 -538 Wind loads based on MWFRS with additional C&C M - L 1538 -440 J - H 329 -594 member design. L - K 707 -159 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. gttt+ltrltlrilttjrf' D - M 398 -80 F - K 265 -655 qy f 1 trrl+ E - L 255 - 535 K - G 1452 - 494 yta °°„• ,•k i 4 L - F 1088 -416 G - J 663 -1707 4i, 0.1.08 1 _ r s AT o 046 IFS°° .,,,,,,.•N COA e+rte>snta O1 /25/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing, and bracing.. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face, of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN F"N COMPANY truss in conformance with ANSI/TPIPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page.. 13723 Riverport Drive listing this drawingq indicates acceptance of pro esslona engineering responsibility solely for the design shown. The sui ability Suite 200anduseofthisdrawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www alpineitw com; TPI: www.tpinst.org; SBCA: wvvw.sbcindustry.com; ICC: wJccsafe.org Maryland Heights, MO 63043 Job Number: N330034 Ply: 1 SEQN: 41294 / T15 / HIPS Cust: R R8975 JRef: 1 W7X89750323 W FL / N FL / TEENBLDR Qty: 1 FROM: RWM DrwNo: 025.18.1643.04879 Truss Label: A9G SN / WHK 01/25/2018 T 7' 12'3"7 17'6"13 i 23' 30' T 5'3"7 5'3"7 5'5"3 7' 6X6 III 2X4 4X4 = 6X6 C D T2 E F 1'4" 1 6'10"4 6' 10"4 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 47.00 Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2.OE :T2 2x6 SP SS: Bot chord 2x6 SP SS Webs 2x4 SP #3 Lumber value set '1313" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS. T 1 a 30' 5'5"3 -1` 56"15 '1 53"7 1 6'10"4 1'4" 12'3"7 17'10"5 23'1"12 30' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria a Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL): 0.208 D 999 360 B 3046 / 875 / - / - / - 8.0 Lu: NA Cs: NA VERT(TL): 0.805 D 704 240 G 3048 / 876 / - / - / - 8.0 Snow Duration: NA HORZ(LL): 0.057 1 - - Wind reactions based on MWFRS HORZ(TL): 0.138 1 B Min Brg Width Req = 3.6 Code / Misc Criteria Creep Factor: 2.0 G Min Brg Width Req = 3.6 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.578 Bearings B & G are a rigid surface. TPI Std: 2014 Max BC CSI: 0.575 Bearings B & G require a seat plate. Rep Factors Used: No Max Web CSI: 0.834 Members not listed have forces less than 375# FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE, HS VIEW Ver: 17.02.01A.1115.21 B - C 1701 - 6046 E - F 1978 - 7115 C - D 1995 - 7165 F - G 1702 - 6050 D - E 1994 - 7162 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - L 5348 -1486 J - 1 5318 -1484 L - K 5314 -1482 1 - G 5352 -1487 K -J 7193 - 2015 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. L - C 785 - 83 E - J 440 - 927 C - K 2190 - 606 J - F 2144 - 589 D - K 437 - 910 F - 1 782 - 83 NFIY Oss„as ^ COA % 8&Q1Y rQIL n+nrre nte>r++p 01 /25/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r sa shipping, practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, as applicable. Apply Oates to each face_ oftrussand position as shown above and on the Joint9Details, unless noted otherwise. Defer to ALPINE drawings 160A- Zforstandardplatepositions. Alpine, a division of ITW BuildincLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the nNmvcoMPnNv truss in conformance with ANSI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page, ,ty 13723 Riverport Drive listing this drawing indicates acceptance of professionar engineering responsibility solely for the design shown. The suiTabtll Suite 200 and use ofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Maryland Heights, MO 6304 For more informationseethisjob's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.t inst.org; Sack www.sbcindust .corn{ ICC: w .iccsafe.org Job Numbbr: N330034 Ply: 1 SEQN: 41295 / T11 / HIPS Cust: R R8975 JRef: 1 W7X89750323 W FL / N FL / TEENBLDR Qty: 1 FROM: RWM DrwNo: 025,18.1643.04878 Truss Label: A10G SN / WHK 01/25/2018 68" + 15' + 23'4" 30' 68" 8'4" 8'4" 68" 5X5 =8X8 =6X12 C D E 4" 6'6"4 6'6"4 8'S"12 15, 25'4" 8'S"12 23'S"12 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.088 D 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.344 D 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.023 C - - Des Ld: 47.00 EXP: C HORZ TL 0.055 C Code / Misc CriteriaNCBCLL: 10.00 Mean Height: 15.00 ft( TCDL: 4.2 psf Creep Factor: 2.0 Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 7Max TC CSI: 0.711 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.996 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.929 Loc. from endwall: not in 72.00 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.01A.1115.21WindDuration: 1.60 WAVE Lumber Wind Value Set: 13B (Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Top chord 2x6 SP #2 N T1 2x4 SP #2 N member design. 34 2x4 SP #1: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W2, W4 2x4 SP #2 N: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0.113"x2.5",min.). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. a) or scab reinforcement may be used in lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" oc. Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 78 plf at -1.33 to 78 plf at 20.06 TC: From 39 plf at 20.06 to 39 plf at 23.33 TC: From 78 plf at 23.33 to 78 plf at 31.33 BC: From 20 plf at 0.00 to 20 plf at 20.06 BC: From 10 plf at 20.06 to 10 plf at 21.27 BC: From 20 pIf at 21.27 to 20 plf at 30.00 TC: 75 lb Conc. Load at 23.33 BC: 75 lb Conc. Load at 23.33 w.w•..• t'fi f iy1 i a. 708 1 4 • COA haPON At• E 01 /25/2018 T N MR 1 4'8" -- 11101, 4 48 14- 1254" ` 30' Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1298 / 392 / 882 /- / 155 / 8.0 H 1765 / 461 / 1047 / - / - / 8.0 F 234 / 145 / 197 /- / - / 8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 H Min Brg Width Req = 2.5 F Min Brg Width Req = 1.5 Bearings B, H, & F are a rigid surface. Bearings B, H, & F require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 811 - 2095 D - E 963 - 2224 C - D 963 - 2224 E - F 800 - 222 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - K 1795 - 586 1 - H 391 -109 K - J 1788 - 586 H - F 304 - 637 J - 1 385 -112 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - J 467 - 263 D - J 362 - 723 J - E 1996 - 768 E - H 637 - 1869 WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rigpid ceiling Locations shown forpermanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or B10, as applicable. Apply Oates to each face. orttruss and position as shown above and on the Joint"Details, unless noted otherwise. itefer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN COMPANY truss In conformance with ANSI/TPI 1, or for handling, shipping, Installation and bracing of,trussesA seal on this drawing or cover page , , 13723 Riverpon Drive listing this drawing, indicates acceptance of pro esslona engineering responsibility solely for the design shown. The suiCablllty Suite 200 anduseofthisdrawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:_ ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: w .sbcindustry.com; ICC: w Jccsafe.org Maryland Heights, MO 63043 Job Number: N330034 Ply: 1 SEQN: 41329 / T16 / SPEC Cust: RR8975 JRef: 1W7X89750323 W FL / N FL / TEENBLDR Qty: 1 FROM: RWM DrwNO: 025.18.1643.05535 Truss Label: 81 SN / WHK 01/25/2018 m iov d 2 / 8'6"8 11'5"8 8'6" 8 2' 11" 5X5 C 8 T2 D 19,111, 19'11" 8'S"8 8'8"4 2'5"12 8'9" T 8'84 11'2" 19'11" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W B 1083 / 315 / 757 / - / 169 / 8.0TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.025 G 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.098 G 999 240 E 970 / 272 / 642 / - / - / 7.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.015 G - - Wind reactions based on MWFRS Des Ld: 47.00 EXP: C HORZTL 0.037 G B Min Br Width Re 1.5gq Code / Misc CriteriaNCBCLL: 10.00 Mean Height: 15.00 ftg Creep Factor: 2.0 E Min Brg Width Req = 1.5 Soffit: 0.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.944 Bearings B & E are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.841 Bearings B & E require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.090 Members not listed have forces less than 375# Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 17.02,01A.1115.21 B - C 550 -1446 D - E 555 - 1445 C -D 571 -1187 Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 :T2 2x4 SP #2 N: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - G 1178 - 390 F - E 1178 - 376 G - F 1183 - 390 f {/ 2 q 0.7.0O « O a COA it, SQNAL `ti1,4{ fF nrronras' 01 /25/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rigqid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, as applicable. Apply Oates to each face oftrussand position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE drawings 160A- Zforstandardplatepositions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the .N COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page , , 13723 Riverport Drive listing this drawing, indicates acceptance of pro esslona, engineering responsibility solely for the design shown. The su,Pability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 200 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbdndustry_wm; ICC: www.iccsafe.org Maryland Heights, MO 6304 Job Numb4r: N330034 Ply: 1 SEQN: 41297 / T36 / SPEC Cust: R R8975 JRef: 1 W7X89750323 W FL / N FL / TEENBLDR Qty: 1 FROM: RWM DrwNo: 025.18.1643.05863 Truss Label: B2G SN / WHK 01/25/2018 6'8" 13'4" i 19,111, 6'8" 6'8" 67' 6X6 = 6X6 C T2 D m M 6'6"4 6'6"4 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 47.00 Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N :T2 2x6 SP SS: Bot chord 2x6 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 6-8-0 jacks with no webs. Left side jacks have 6-8-0 setback with 0-0-0 cant and 1-4-0 overhang. End jacks have 6-8-0 setback with 0-0-0 cant and 1-4-0 overhang. Right side jacks have 6-8-0 setback with 0-0-0 cant and 0-0-0 overhang. Wind Wind loads and reactions based on MWFRS. 19,11" 6'912 13'4" 67" 19,11" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Po: NA Ct NA CAT NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.080 G 999 360 B 1946 / 569- Lu: NA Cs: NA VERT(TL): 0.312 G 999 240 E 1835 / 515- Snow Duration: NA HORZ(LL): 0.028 F - - Wind reactions based on MWFRS HORZ(TL): 0.069 F Creep Factor: 2.0 B Min Brg Width Req = 2.7 E Min Brg Width Req = 2.5Code / Misc Criteria Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.734 Bearings B & E are a rigid surface. TPI Std: 2014 Max BC CSI: 0.844 Bearings B & E require a seat plate. R F t r U d No Max Web CSI 0 290 8.0 7.0 essep acoMembersnotlistedhaveforceslessthan375# FT/ RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02.01A.1115.21 B - C, 1010 - 3613 D - E 1009 - 3586 C - D 869 - 3145 O. T08 1 Y i a COA r, a ON AL 01 / 25/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - G 3170 - 870 F - E 3145 - 869 G - F 3135 - 868 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G - C 760 - 46 D - F 760 - 48 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rl id ceiling Locations shown forpermanent lateral restraint of webs shall have bracinq installed per BCSI sections B3, B7 or B10, as applicable. Apply Oates to each face ortruss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to pl drawings 160A- Zforstandardplatepositions. Alpine, a division of ITW Buildin,$Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the AN nw COMPANY truss in conformance with ANSIPI1, or for handling, shippinq, installation and bracing of trussesA seal on this drawing or cover pae13723 Riverport Drive listing this drawing indicates acceptance of pro) essionarr engineering responsibility solely for the design shown. The suit -ability Suite 200 and use of this gnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindustry.com; ICC: www.iccsafe.or Maryland Heights, MO 6304 Job NumbeY: N330034 Ply: 1 SEQN. 41298 / T33 / HIPS Cust: RR8975 JRef: 1W7X89750323 W FL/ N FL / TEENBLDR Oty: 1 FROM: RWM DrwNo: 025.18.1643.05958 Truss Label: C1G SN / WHK 01/25/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 1'4" Wind Criteria Wind Std: ASCE 7-10 Speed:150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N :T2 2x6 SP #2 N: Bot chord 2x6 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 78 plf at -1.33 to 78 plf at 6.00 TC: From 39 plf at 6.00 to 39 plf at 10.00 TC: From 78 plf at 10.00 to 78 plf at 16.00 BC: From 20 plf at 0.00 to 20 plf at 6.03 BC: From 10 plf at 6.03 to 10 plf at 9.97 BC: From 20 plf at 9.97 to 20 plf at 16.00 TC: 351 lb Conc. Load at 6.03, 9.97 TC: 84 lb Conc. Load at 6.06, 9.94 TC: 198 lb Conc. Load at 8.00 BC: 407 lb Conc. Load at 6.03, 9.97 BC: 114 lb Conc. Load at 8.00 Wind Wind loads and reactions based on MWFRS. 6' 10, 16' 6' 4' 6' 5C5 T2 = 5XD5 16' 5'10"4 4'1"12 6' 5' 10'4 10, 16' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W B 1793 / 559 / - / - / - / 8.0Pf: NA Ce: NA VERT(LL): 0.064 G 999 360 Lu: NA Cs: NA VERT(TL): 0.238 G 999 240 E 1678 / 502 / - / - / - / 8.0 Snow Duration: NA HORZ(LL): 0.021 F - - Wind reactions based on MWFRS HORZ(TL): 0.051 F Creep Factor: 2.0 B Min Brg Width Req = 2.5 E Min Brg Width Req = 2.3Code / Misc Criteria Bldg Code: FBC 6th.ed 2017 TPI Std: 2014 Max TC CSI: 0.677 Max BC CSI: 0.760 Bearings B & E are a rigid surface. Bearings B & E require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.216 Members not listed have forces less than 375# FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 17.02. 01 A. 1115.21 B - C 990 - 3263 D - E 999 - 3276 WAVE C - D 861 - 2872 AGE sw e • 4w f zt • r''' 0.7.08 1 t e i qgJ COA R • iiPON AL 01/25/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - G 2859 - 852 F - E 2872 - 861 G - F 2831 - 851 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G-C 542 -8 D -F 567 -15 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperly attached n id ceilin Locations shown forpermanent lateral restraint of webs shall have bracln installed per BCSI sections B3, B7 or 610' as applicabgle. Apply fates to each face. oftrussand position as shown above and on the Jolnf Details, unless notedotherwise. Refer to ALPINE drawings 160A- Zforstandardplatepositions. Alpine, a division of ITW BuildincLComponents Group Inc., shall not be responsible for any deviation from this drawing,ahy failure to build the AN COMPANY truss in conformance with ANSI I PI 1, or for handlin4, shippingp, installation and bracing of.trussesA seal on this drawing or cover page , , 13723 Riverport Drive listing this drawingindicatesacceptanceofproessionarengineeringresponsibilitysolelyforthedesignshown. The suitability and use ofthis9awingforanystructureistheresponsibilityoftheBuildingDesignerperANSUTPI1Sec.2. Suite 200 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.tpinst.or ; SBCA: www.sbcindustr .com; ICC: www.iccsafe.org Maryland Heights, MO 6304 Job NumbeY: N330034 Ply: 1 SEQN: 41299 / T24 / VAL Cust: R R8975 JRef: 1 W7X89750323 W FL / N FL / TEENBLDR Qty: 1 FROM: RWM DrwNo: 025.18.1643.05019 Truss Label: V4 SN / WHK 01/25/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 2` 4' 2' 2' 12 5.9 =4X4 B 4X4(D1)=4X4(D1) A C 0 D Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 136" uses design values approved 1/30/2013 byALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . 4' 4' 4' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): 0.004 999 360 Lu: NA Cs: NA VERT(TL): 0.016 999 240 Snow Duration: NA HORZ(LL): -0.002 - - HORZ(TL): 0.004 Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.093 TPI Std: 2014 Max BC CSI: 0.137 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1115.21 01/25/2018 Maximum Reactions (lbs), or *=PLF Loc R / U / Rw / Rh / RL / W D* 97 / 17 / 46 /- / 5 / 48.0 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing. and bracing.. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicable. Apply Oates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin,$cLComponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the AN mM COMPANY truss in conformance with ANSI PI 1, or for handlin44, shippingp, Installation and bracing of,trussesA seal on this drawing or cover pagqe, . 13723 Riverport Drive listing this drawing indicates acceptance of pprolessionaJ engineering responsibility solely for the design shown. The su,Tability Suite 200 and useofthis4rawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.tpinst.or ; SBCA: www.sbcindustr .com; ICC: —.iccsafe.org Maryland Heights, MO 6304 Job Numbe'r: N330034 Ply: 1 SEQN. 41300 / T28 / VAL Cust: R R8975 JRef: 1 W7X89750323 W FL / N FL / TEENBLDR Qty: 1 FROM: RWM DrwNo: 025.18.1643.06097 Truss Label: V8 SIN / WHK 01/25/2018 Loading Criteria (psf) TCLL: 20.00' TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 4' 8' 4' 4' 12 4X4 B 5.9 v 4X4(D1)=4X4(D1) A C Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set '1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Nf Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 8' 8' 8' Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.028 999 360 VERT(TL): 0.116 999 240 HORZ(LL):-0.010 - - HORZ(TL): 0.025 Creep Factor: 2.0 Max TC CSI: 0.378 Max BC CSI: 0.456 Max Web CSI: 0.000 VIEW Ver: 17.02.01A.1115.21 a° t.708 1 t ° t t t P t, tt •O•tJ tlt f,,4 01 /25/2018 7 A Maximum Reactions (Ibs), or *=PLF Loc R /U /Rw /Rh /RL /W D* 97 /23 /53 /- /7 /96.0 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 349 - 500 B - C 349 - 500 Maximum Bot Chord Forces Per Ply (Ibs) Chords TenS.Como. A - C 447 - 262 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceiling.Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Appplates to each face oftruss and position as shown above and on the Joint -Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z forstandardplatepositions. Alpine, a division of ITW Buildinq Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the MFTWCOMPnW truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page, , 13723 Riverport Drive listing this drawing indicates acceptance of pro essiona engineerinq responsibility solely for the design shown. The sul ability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 200 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindust .com; ICC: www.iccsafe.org Maryland Heights, MO 6304 Job Number: N330034 Ply: 1 SEQN: 41301 / Tt / VAL Cust: RR8975 JRef: 1W7X89750323 W FL / N FL / TEENBLDR Qty: 1 FROM: RWM DrwNo: 025.18.1643.04863 Truss Label: V8A SN / WHK 01/25/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 3'2"8 4'9"8 8' 3'2"8 r 17' T 3'2"8 12 =4X4 =4X4 5.9 [7- B C M=4X4(D1)=4X4(D1) A D Ed Li L F E 1112X4 1112X4 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . 8' 3WA VY8 + 3WA 3'4"4 47"12 8' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or *=PLF Pg NA CY NA CAT NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.005 E 999 360 G* 97 / 23 / 52 /- / 5 Lu: NA Cs: NA VERT(TL): 0.018 E 999 240 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): -0.002 E - - G Min Big Width Req = - HORZ(TL): 0.005 E Bearing A is a rigid surface. Code / Misc Criteria Creep Factor: 2.0 96.0 Bld C d FBC 6th d 201 M TC CSI0 169 Members not listed have forces less than 375# goe. a ax . TPI Std: 2014 Max BC CSI: 0.100 Rep Factors Used: Yes Max Web CSI: 0.053 FT/ RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1115.21 o. 708 1 AT 0 COA' ONAL ,. ov25/ 2o 18 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly attached rigidceillnpLocationsshownforpermanentlateralrestraintofwebsshallhavebraclninstalledperBCSIsectionsB3, B7 or 910, as applicable. Apply plates to each face ortrussand position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINE drawings 160A- Zforstandardplatepositions. Alpine, a division of ITW Build i ncL Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the AN rrW COMPANY truss in conformance with ANSIrfPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page , , 13723 Riverport Drive listing this drawing indicates acceptance of prolesslonar engineerinq responsibility solely for the design shown. The sui ability Suite 200 and use ofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: www.iccsafe.org Maryland Heights, MO 6304 Job Numbdr: N330034 Ply: 1 SEQN: 41302 / T41 / VAL Cust: RR8975 JRef: 1W7X89750323 W FL / N FL / TEENBLDR Qty: 1 FROM: RWM DrwNo: 025.18.1643.05818 Truss Label: V12 SN / WHK 01/25/2018 Loading Criteria (psf) TC L L: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by AI -SC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . 6' 12' 6' 6' 6' 6' Snow Criteria (Pg,Pf in PSF) Pg:NA Ct:NA CAT:N) Pf: NA Ce: NA Lu:NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 4X4 B D 1112X4 12' 6' 12' Defl/CSI Criteria Maximum Reactions (Ibs), or *=PLF PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W VERT(LL): 0.028 D 999 360 E* 98 / 24 / 55 /- / 7 VERT(TL): 0.107 D 999 240 Wind reactions based on MWFRS HORZ(LL): -0.011 D - - E Min Brg Width Reg = - HORZ(TL): 0.027 D Bearing A is a rigid surface. Creep Factor: 2.0 143 Max TC CSI: 0.659 Members not listed have forces less than 375# Max BC CSI: 0.510 Maximum Top Chord Forces Per Ply (Ibs) Max Web CSI: 0.182 Chords Tens.Comp. Chords Tens. Comp. A - B 620 - 316 B - C 620 - 316 VIEW Ver: 17.02.01A.1115.21 I Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - D 352 - 485 D - C 352 - 485 r y GE Sic' ., e p.708 4 o •• SAT O F .°• COA' At 01 /25/2018 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - D 475 - 837 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly d id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, Sle. Apply plates to each face oftruss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,an failure to build the conformance with ANSI PI 1, or for handlin shlppinq, installation and bracing oftrussesA seal on this drawing or cover pagethisdrawingindicatesacceptanceofproesslonarrengineeringresponsibilitysolelyforthedesignshown. The suitability e of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: w .tpinst.org; SBCA: w .sbcindustry.com; ICC: w .iccsaf ALPINE MR COMPANY 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304 Job Numbdr: N330034 W FL / N FL / TEENBLDR Truss Label: V16 Ply: 1 SEQN: 41303 / T38 / VAL Qty: 1 FROM: RWM Cust: R R8975 JRO: 1 W7X89750323 D rwN o: 025.18.1643.05769 SN / WHK 01/25/2018 Loading Criteria (pso Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 47.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/3012013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . 6'6"8 9'2"8 15'9" 6,6"8 + 2'8" 6,6"8 6'8"4 6'8"4 4X4 =4X4 B C F E 1112X4 1112X4 15' 9" 1 2'4" 8 9'0" 12 6'8"4 15'9" G Snow Criteria ( Pg, Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or *=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.041 E 999 360 G* 98 / 26 / 56 /- / 6 Lu: NA Cs: NA VERT(TL): 0.159 E 999 240 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): -0.016 E - - G Min Brg Width Req = - HORZ(TL): 0. 040 E Bearing A is a rigid surface. Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.833 Members not listed have forces less than 375# TPI Std: 2014 Max BC CSI: 0.438 Maximum Top Chord Forces Per Ply (Ibs) Rep Factors Used: Yes Max Web CSI: 0.135 Chords Tens.Comp. Chords Tens. Comp. FT/RT:20( 0)/10(0) A - B 673 -295 C - D Plate Type(s): B - C 550 -197 WAVE i VIEW Ver: 17.02.01A.1115.21 o. 708 1 s SAT 0 COA' freY 0N t. 01/25/2018 188 673 -295 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - F 334 - 522 E - D 334 - 522 F - E 348 - 550 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - F 328 - 567 E - C 328 - 567 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a proCp erly attached rigid ceiling LocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Join i Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standardplatepositions. Alpine, a division of ITW BuildinQc Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the mnwcompnW truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing oftrussesA seal on this drawing or cover pafge 13723 Rive port Drive listing this drawing indicates acceptanceofproesslonaengineeringresponsibilitysolelyforthedesignshown. The sui ability Suite 200 and use of this rawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com: ICC: www.iccsafe.org _ Maryland Heights, MO 6304 Job Numbdr: N330034 Ply: 1 SEQN: 41304 / T30 / VAL Cust: RR8975 JRef: 1W7X89750323 W FL / N FL / TEENBLDR Qty: 1 FROM: RWM DrwNo: 025.18.1643.04708 Truss Label: MV2 SN / WHK 01/25/2018 Loading Criteria (psf) TC L L: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld. 47.00 NCBCLL 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed:150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . 12 5.9 B i 2' m 2' 2' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE T Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.007 B 999 360 VERT(TL): 0.029 B 999 240 HORZ(LL): 0.003 B - - HORZ(TL): 0.007 B Creep Factor: 2.0 Max TC CSI: 0.057 Max BC CSI: 0.135 Max Web CSI: 0.000 VIEW Ver: 17.02.01A.1115.21 O.708 1 SAT O COA'UIUAL 01 /25/2018 Maximum Reactions (Ibs), or*=PLF Loc R /U /Rw /Rh /RL /W D* 97 /9 /61 /- /8 124.0 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) fsafety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erly didceilingpLocationsshownforpermanentlateralrestraintofwebsshallhavebracinqinstalledperBCSIsectionsB3, B7 or 910 e. Apply plates to each face, oftrussand position as shown above and on the Joinf9Details, unless noted otherwise. kefer to' 60A-Z for standard plate positions. a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI/ TPI 1, or for handllnq, shipping, installation and bracing of,trussesA seal on this drawing or cover page . this drawing indicates acceptance of proTesslonar engineering responsibility solely for the design shown. The suiTability e of thisyawingforanystructureisreresponsibilityoftheBuildingDesignerperANSUTPI1Sec.2. information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsat ALPINE AN nw COMPANY 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304 Job Number: N330034 Ply: 1 SEQN. 41305 / T26 / VAL Cust: R R8975 JRef: 1 W7X89750323 W FL / N FL / TEENBLDR Qty: 1 FROM: RWM DrwNo: 025.18.1643.05567 Truss Label: MV4 SN / WHK 01/25/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " a Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . III2X4 12 B 4' 4' 4' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.003 C HORZ(TL): 0.007 C Creep Factor: 2.0 Max TC CSI: 0.237 Max BC CSI: 0.188 Max Web CSI: 0.079 VIEW Ver: 17.02.01A.1115.21 qr 7 a ftl4f t0•• f` 40, 4. ?08 1 r SAT 0 f1 •' fig " V w Ay • 4 COA' 1 8Oi AIL 01 / 25/2018 A Maximum Reactions (lbs), or *=PLF Loc R /U /Rw /Rh /RL /W D* 97 / 22 / 68 /- / 16 / 48.0 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached riidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracingqinstalledperBCSIsectionsB3, B7 or B10, as applicabgle. Apply plates to each face. oftrussand position as shown above and on the JoiniDetails, unless noted otherwise. (Refer to ALPINE drawings 160A-Z forstandardplatepositions. A N t Alpine, a division of ITW Building -Components Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the AN WCOMPANY truss in conformance with ANSI/TPI PI 1, or forhandling' shipping, installation and bracing of,trussesA seal on this drawing or cover page.. 13723 Rive port Drive listing this drawing indicatesacceptanceofpro-fessionar engineering responsibility solely for the design shown. The suiTability Suite 200 and use of thisgnawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Maryland Heights, MO 6304 For more information see this job's general notes page and these web sites: ALPINE: www.alpinerw.com; TPI: www.tpinst.org; SBCA: www.sbcindustr .cam; ICC: www.iccsafe.org Job Number: N330034 W FL/NFL/TEENBLDR Truss Label: MV6 Ply: 1 SEQN: 41306 / T27 / VAL Qty: 1 FROM: RWM Cust: R R8975 JRef: 1 W7X89750323 D rwN o: 025.18.1643.05722 SIN / WHK 01/25/2018 Loading Criteria (psf) TC L L: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " o4 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . 1112X4 B 6' 6' 6' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.011 C HORZ(TL): 0.026 C Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.579 TPI Std: 2014 Max BC CSI: 0.503 Rep Factors Used: Yes Max Web CSI: 0.190 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1115.21 aw f S A ' COA'NAIL 01/25/2018 Maximum Reactions (lbs), or *=PLF Loc R / U / Rw / Rh / RL / W D* 98 /24 /71 /- /17 /72.0 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r sa shipping, practicesprior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperly attached riqid ceiling Locations shown forpermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face or truss and position as shown above and on the Joint -Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the AN COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page 13723 Riverport Drive listing this drawing indicates acceptance of proTesslonar engineering responsibility solely for the design shown. The suit, and use of this drawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 200 For more information see this job's general notes page and these web sites: ALPINE: w .al ineitw.com; TPI: www.tpinst.or ; SBCA: www.sbandustry.com; ICC: w Jccsafe.org Maryland Heights, MO 6304 Job Number: N330034 Ply: 1 SEQN: 41307 / T21 / HIP_ Cusl: RR8975 JRef: 1W7X89750323 W FL / N FL / TEENBLDR Qty: 2 FROM: RWM DrwNo: 025.18.1643.05394 Truss Label: HJ7 SN / WHK 01/25/2018 5'3" 7 9110"1 5'3" 7 4'6"10 0 12 4.17 2X4 C o_ v v B 42 A FE 4X4 f =— 1' 10" 10 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP:C Des Ld: 47.00 Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. 971 9'3"1 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.030 F 999 360 VERT(TL): 0.113 F 999 240 HORZ(LL): 0.008 F - - HORZ(TL): 0.018 C Creep Factor: 2.0 Max TC CSI: 0.772 Max BC CSI: 0.670 Max Web CSI: 0.353 VIEW Ver: 17.02.01A.1115.21 01/25/2018 7" 9' 10" 1 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 522 /165 /- /- /- /10.6 E 427 /52 /- /0 /0 /1.5 D 305 /154 /- /- /- /1.5 Wind reactions based on MWFRS B Min Brig Width Req = 1.5 E Min Brig Width Req = - D Min Brig Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 325 - 762 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B -F 710 -291 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 318 - 776 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rl id ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply Oates to each faceof truss and position as shown above and on the Joint -Details, unless noted otherwise. Defer to ALPINE drawings 16OA- Zforstandardplatepositions. Alpine, a division of ITW Buildi%omponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ANMCO. ANY truss in conformance with ANSI l PI 1, or for handling, shippingq, installation and bracing of,trussesA seal on this drawing or cover page. , 13723 Riverport Drive listing this drawing indicates acceptance of pro) esslonar engineering responsibility solely for the design shown. The suiTability Suite 200 and use ofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbundustry.com; ICC. www.iccsafe.org Maryland Heights, MO 6304 Job Number: N330034 Ply: 1 SEQN: 41308 / T34 / HIP_ Cust R R8975 JRef: 1 W7X89750323 W FL / N FL / TEENBLDR Qty: 1 FROM: RWM DwNo: 025.18.1643.05817 Truss Label: HJ71 SIN / WHK 01/25/2018 T4"2 2X4(A1) Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 47.00 Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set '13B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. 5'5"3 9110"1 5'5"3 4'4" 14 C M Wco 53" 7 4'3"2 YP 5'3" 7 9'6"9 1 "1 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W A 384 / 109 / - / - / - / 10.6Pf: NA Ce: NA VERT(LL): 0.018 F 999 360 Lu: NA Cs: NA VERT(TL): 0.070 F 999 240 D 453 / 70 / - / - / - / 1.5 Snow Duration: NA HORZ(LL): 0.006 E - - C 298 / 143 / - / - / - / 1.5 HORZ(TL): 0.014 E Creep Factor: 2.0 Wind reactions based on MWFRS A Min Brg Width Req = 1.5Code / Misc Criteria Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.729 D Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.495 C Min Brg Width Req = - Rep Factors Used: No Max Web CSI: 0.455 Bearing A is a rigid surface. Bearing A requires a seat plate. FT/RT:20(0)/10(0) Plate Type(s): Members not listed have forces less than 375# VIEW Ver: 17.02. 01 A. 1115.21WAVE Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A - B 269 - 942 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - F 871 - 245 F - E 864 - 249 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - E 272 - 944 Y V. / 0 AT 0 wV O r y( Ij • p . p'. 4 co ' 3tVAl.'va O 1 /25/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing, and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin Installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face. ofptruss and position as shown above and on the Joinf Details, unless noted otherwise. (Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of;trussesA seal on this drawing or cover page AN COMPANY 13723 Riverport Drive listing this drawing indicates acceptance of pro) essiona engineering responsibility solely for the design shown. The suiCability anduseofthisdrawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 200 For more information see this job's general notes page and these web sites: ALPINE:. www.al ineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Maryland Heights, MO 6304 Job Numbbr: N330034 Ply: 1 SEQN: 41309 / T25 / HIP_ Cust: R R8975 JRef: 1 W7X89750323 W FL / N FL / TEENBLDR Qty: 1 FROM: RWM DrwNo: 025.18.1643.05426 Truss Label: HJ68 SIN / WHK 01/25/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 7'0"2 9'4"6 7'0"2 2'4"5 0 111 2x4 C 12 4.17 v r` o N B V A"2"21 LI A E ovnin 1'10"10 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-7-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. 1112X4 7'0"2 7'0"2 7'0"2 2'4"5 9'46 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W Pf:NA Ce:NA VERT(LL): 0.055 F 999 360 B 347 /103 /- /- /- 10.6 Lu: NA Cs: NA VERT(TL): 0.062 F 999 240 G 1053 / 216 / - / - / - 11.3 Snow Duration: NA HORZ(LL): 0.025 F - - E 4 / 36 / 12 / - / - 1.5 HORZ(TL): 0.026 F D 57 / 61 /- / - / - 1.5 Code / Misc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.719 B Min Brg Width Req = 1.5 TPI Std: 2014 Max BC CSI: 0.434 G Min Brg Width Req = 1.5 Rep Factors Used: Yes Max Web CSI: 0.162 E Min Brg Width Req = - D Min Brg Width Req = - FT/RT:20(0)/10(0) Bearings B & G are a rigid surface. Plate Type(s): Bearings B & G require a seat plate. WAVE VIEW Ver: 17.02.01A.1115.21 Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 284 - 961 1 4. 708 1 O V i y Y A Ip, 0! A' ®!' se!'st wg4••G' co ONAL 01 /25/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910 as applicable. Apply Oates to each face, ofptruss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildincLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ANf COMPANY truss in conformance with ANSIPI1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page , 13723 Riverport Drive listing this drawing indicates acceptance of pro esslona engineering responsibility, solely for the design shown. The sui ability Suite 200 and use ofthisgnawingforanystructureis [he responsibility of the building Designer per ANSI/TPI 1 Sec .2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: w Jpinst.org; SBCA: www.sbcindustr .com; ICC: w Jccsafe.org Maryland Heights, MO 6304 Job Number: N330034 Ply: 1 SEQN: 41310 / T39 / HIP_ Cust: RR8975 JRef: 1W7X89750323 W FL / N FL / TEENBLDR Qty: 2 FROM: RWM DrwNo: 025.18.1643.04628 Truss Label: HJ68A SN / WHK 01/25/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " T4" 2 F- i'l0°10 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-7-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. 5'1 "2 9'4"6 5'1 "2 4'3"5 8'9"8 8'9"8 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: No FT/RT:20(0)/l 0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.030 F 999 360 VERT(TL): 0.114 F 999 240 HORZ(LL): 0.008 C - - HORZ(TL): 0.018 C Creep Factor: 2.0 Max TC CSI: 0.650 Max BC CSI: 0.850 Max Web CSI: 0.280 VIEW Ver: 17.02. 01 A. 1115.21 Ai•.-'aq " j .fair y0•t••. fI o. 708 1 a i i a*r oio F • 01/25/2018 X 6"l Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 487 / 155 / - / - / - / 10.6 E 385 / 46 / - / 0 / 0 / 1.5 D 275 /139 /- /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 E Min Brg Width Reg = - D Min Brg Width Reg = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 285 - 672 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - F 623 - 253 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 278 - 685 WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proCp erly attached rigid ceiling.Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or B10, as applicable. Apply plates to each faceofptruss and position as shown above and on the Joint -Details, unless noted otherwise. Refer to ALPINE drawings 160A- Zforstandardplatepositions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the .mN COMPANY truss In conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing oftrussesA seal on this drawing or cover page.. , 13723 Riverport Drive listing this drawing indicates acceptance of pro) essionar engineering responsibility solely for the design shown. The sui ability and use ofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Suite 200 Far more information see this job's general notes page and these web sites: ALPINE: www.al ineitwxom, TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: www.iccsafe.org Maryland Heights, MO 6304 Job Number: N330034 Ply: 1 SEQN. 41311 / T35 / HIP_ Cusl: R R8975 JRef: 1 W7X89750323 W FL / N FL / TEENBLDR Qty: 2 FROM: RWM DrwNo: 025.18.1643.05972 Truss Label: HJ6 SN / WHK 01/25/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 4'3"9 8'5"1 4'3"9 4'1"8 D 12 4.17 2X4 C M M B T4" 2 A FE 4X4 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 5-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. 7'913 7"5 7'9"13 8'5" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Nf Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl U# VERT(LL): 0.019 F 999 360 VERT(TL): 0.073 F 999 240 HORZ(LL): 0.005 C - - HORZ(TL): 0.012 C Creep Factor: 2.0 Max TC CSI: 0.545 Max BC CSI: 0.631 Max Web CSI: 0.213 VIEW Ver: 17.02,01A.1115.21 01 /25/20 t 8 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 393 / 125 / - / - / - / 10.6 E 292 129 / - / 0 / 0 / 1.5 D 238 /119 /- /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 E Min Brg Width Reg = - D Min Brg Width Reg = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 238 - 567 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - F 529 - 213 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 230 - 571 WARNING*"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin insalled per BCSI sections B3, B7 or B10 as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW BuildinQQComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN my COMPANY truss In conformance with ANSITTPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page, , 13723 Riverport Drive listing this drawing indicates acceptance of pro esslona engineering responsibility solely for the design shown. The s ii ability Suite 200 anduseofthisdrawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSIlTPI1Sec.2. Far more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .corn; ICC: www.iccsafe.org Maryland Heights, MO 6304 Job Number: N330034 Ply: 1 SEQN: 41331 / T20 / EJAC Cust: R R8975 JRef: 1 W7X89750323 W FL / N FL / TEENBLDR Qty: 9 FROM: RWM DrwNo: 025.18.1643.05145 Truss Label: EJ7 SN / WHK 01/25/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Lc: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " V4" 7 Wind Criteria Wind Std: ASCE 7-10 Speed:150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 138" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg:NA Ct:NA CAT:N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.016 D HORZ(TL): 0.037 D Creep Factor: 2.0 Max TC CSI: 0.933 Max BC CSI: 0.591 Max Web CSI: 0.000 VIEW Ver: 17.02.01A.1115.21 01/25/2018 C Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 466 / 107 / 381 / - / 155 / 8.0 D 135 /12 /103 /- /- /1.5 C 234 /111 /149 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an c7 SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperly attached rl Id ceilln Locations shown forpermanent lateral restraint of webs shall have bracln installed per BCSI sections B3, B7 or B10, as appllcabge. Apply plates to each face oftrussand position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingc Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the a rPWCOMMW truss In conformance with ANSIrfPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page , , 13723 Riverport Drive listing this drawing indicates acceptance of pro esslona engineering responsibility solely for the design shown. The suitability Suite 200 and useofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: www.iccsafe.org Maryland Heights, MO 6304 Job Number: N330034 Ply: 1 SEQN: 41313 / T4 / EJAC Cust R R8975 JRef: 1 W7X89750323 W FL / N FL / TEENBLDR Qty: 6 FROM: RWM DrwNo: 025.18.1643.06067 Truss Label: EJ71 SN / WHK 01/25/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 2X4(A1) Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu:NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 7' 7' Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.018 C HORZ(TL): 0.043 C Creep Factor: 2.0 Max TC CSI: 0.984 Max BC CSI: 0.617 Max Web CSI: 0.000 VIEW Ver: 17.02. 01 A. 1115.21 xw Eft O 0F X10 d + COAA##0 ri NA R 01 /25/2018 B Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 350 / 62 / 260 / - / 130 / 8.0 C 138 /15 /109 /- /- /1.5 B 240 /114 /156 /- /- /1.5 Wind reactions based on MWFRS A Min Brg Width Reg = 1.5 C Min Brg Width Reg = - B Min Brg Width Reg = - Bearing A is a rigid surface. Bearing A requires a seat plate. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections 83, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the a —COMPANY truss in conformance with ANSI/TPI PI1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page. , 13723 Riverport Drive listingthisdrawingindicatesacceptanceofproessiona. engineering responsibility solely for the den shown. The su,Pability anduseofthisdrawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1119. 2. Suite 200 For more information see this job's general notes page and these web sites: ALPINE: w .al ineitw.com; TPI:. www.tpinst.or ; SBCA: w .sbcindustry.com; ICC: www.iccsafe.org Maryland Heights, MO 6304 Job Numbbr: N330034 W FL/NFL/TEENBLDR Truss Label: EJ68 Ply: 1 SEQN: 41314 / T23 / EJAC CusC R R8975 JRef: 1 W7X89750323 Oty: 1 FROM: RWM DrwNo, 025.18.1643,05050 SN / WHK 01/25/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 5' 6'8" 5' 1,81, I 1112X4 C 12 5.9 m NM - c7V q 2 B Lj A F E 9xdlAtl 1119X4 1,4,E Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: 11 EXP:C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. 5'4" 1'4" --{ T 5, Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): 0.006 F 999 360 Lu: NA Cs: NA VERT(TL): 0.025 F 999 240 Snow Duration: NA HORZ(LL): 0,004 F - - HORZ(TL): 0.009 F Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.322 TPI Std: 2014 Max BC CSI: 0.231 Rep Factors Used: Yes Max Web CSI: 0.122 FT/RT:20(0)/10(0) Plate Type(s): VIEW Ver: 17.02.01A.1115.21WAVE GE S 3 • im `` hwii AMA{ i A s COA #OOr/p R\` 01/25/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 357 / 68 / 304 / - / 149 / 8.0 G 399 / 154 / 266 / - / - / 8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 G Min Brg Width Req = 1.5 Bearings B & G are a rigid surface. Bearings B & G require a seat plate. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 375 - 304 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperly attached ri Id ceiI n Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10 as applicable. App y plates to each face ofPtruss and position as shown above and on the Joinf Details, unless noted othe wise. Defer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN mN COMPANY truss in conformance with ANSI PI 1, or for handlin shipping, installation and bracing of;trussesA seal on this drawing or cover paqe13723 Riverport Drive listing this drawing indicates acceptance of ro) essionaf engineering responsibility solely for the design shown. The suitability and useofthisrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Suite 200 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: www.iccsafe.org Maryland Heights, MO 6304 Job Number: N330034 W FL / N FL / TEENBLDR Truss Label: EJ68A Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Ply: 1 Qly: 2 5' 6'B" 5,4„ 1,4„ S. 1'8" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N! Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE SEQN: 41315 / T2 / EJAC Cust: R R8975 JRef: 1 W7X89750323 FROM: RWM DrwNo: 025.18.1643.04629 SN / WHK 01/25/2018 C Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.009 E 999 360 VERT(TL): 0.033 E 999 240 HORZ(LL): 0.005 E - - HORZ(TL): 0.013 E Creep Factor: 2.0 Max TC CSI: 0.374 Max BC CSI: 0.256 Max Web CSI: 0.133 VIEW Ver: 17.02.01A.1115.21 C a dMOOR 1«t l'rfft tt 1 fw a;" • +' 1'E S • •«ram o.74g 1 d P6 V S 01/25/2018 A Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W A 237 / 22 / 178 / - / 124 / 8.0 F 416 /161 1284 /- /- /8.0 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 F Min Brg Width Req = 1.5 Bearings A & F are a rigid surface. Bearings A & F require a seat plate. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - E 379 - 313 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathihq and bottom chord shall have a propperly attachedriidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracininstalledperBCSIsectionsB3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildincLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN nw COMPANY truss in conformance with ANSI/TPI 1, or for handlin shipping, Installation and bracing of,trussesA seal on this drawing or cover page. , 13723 Riverport Drive listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability Suite 200 and useofthisgnawingforanystructureistheresponsibilityofthebuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Maryland Heights, MO 6304 Job Numbbr: N330034 ply: 1 SEQN: 41316 / T40 / EJAC Cust: RR8975 JRef: 1W7X89750323 W FL / N FL / TEENBLDR Qty: 5 FROM: RWM DrwNo: 025.18.1643.05332 Truss Label: EJ68B SIN / WHK 01/25/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " C 12 5.9 00 r M N M V B 1 A 2X4(A1) p 1,4„ 68" 68„ Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set '1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.013 D HORZ(TL): 0.032 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.832 TPI Std: 2014 Max BC CSI: 0.533 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s): VIEW Ver: 17.02.01A.1115.21WAVE ARM rol 4 Mill v Y i Iy 0® COA #O rrr 01 /25/2018 A Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 450 / 104 / 370 1- / 149 / 8.0 D 128 /11 /97 /- /- /1.5 C 222 / 105 / 141 / - / - / 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached riqid ceiling Locations shown for permanent lateral restraint of webs shall have bracin Installed per BCSI sections B3, B7 or B10 as applicable. Apply plates to each face. of truss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to' ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN MCOMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page.. 13723 Riverport Drive listingthisdrawingindicatesacceptanceofprolessionaJengineeringresponsibilitysolelyforthedesignshown. The suif-ability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. Suite 200 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Maryland Heights, MO 6304 Job Number: N330034 Ply: 1 SEQN: 41317 / T37 / EJAC Cust RR8975 JRef: 1W7X89750323 W FL / N FL / TEENBLDR Qty: 3 FROM: RWM DrwNo: 025.18.1643,05988 Truss Label: EJ6 SN / WHK 01125/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber cn-ttn i / 1, 4„ r 6, Wind Criteria Wind Std: ASCE 7- 10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP # 2 N Bot chord 2x4 SP # 2 N Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria ( Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th. ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/ 10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT( TL): NA HORZ( LL): 0.009 D HORZ(TL): 0.022 D Creep Factor: 2.0 Max TC CSI: 0. 646 Max BC CSI: 0. 424 Max Web CSI: 0. 000 VIEW Ver:17.02. 01A.1115.21 o. 708 1 V 0 R "" 1 {` a gs,SJQNAIL N 01 / 25/2018 L Maximum Reactions (Ibs) Loc R /U /Rw / Rh /RL /W B 419 /98 /347 /- / 137 /8.0 D 114 /10 /86 /- /- / 1.5 C 198 /94 /125 /- /- / 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing. and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rlpid ceilln Locations shown forpermanent lateral restraint of webs shall have bracinq installed per BCSI sections B3, B7 or 10, as applicable. Applgy plates to each face, ofptruss and position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standardplatepositions. Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the AN `PW COMPANY truss in conformance with ANSITTPI 1, or for handling, shipping, Installation and bracing of,trussesA seal on this drawing or cover paqe 13723 Riverport Drive listing this drawing indicates acceptanceofroTessionaJrengineeringresponsibilitysolelyforthedesignshown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 200 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: _ www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Maryland Heights, MO 6304 Job Number: N330034 Ply: 1 SEQN. 41318 / T17 / JACK Cust: R R8975 JRef: 1 W7X89750323 W FL / N FL / TEENBLDR Qty: 7 FROM: RWM DrwNo: 025.18.1643.05472 Truss Label: CJ5 SN / WHK 01/25/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 5; Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.005 D HORZ(TL): 0.012 D Creep Factor: 2.0 Max TC CSI: 0.414 Max BC CSI: 0.284 Max Web CSI: 0.000 VIEW Ver: 17.02.01A.1115.21 01 /25/2018 C Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 373 /90 /314 /- /118 /8.0 D 94 /7 /71 /- /- /1.5 C 161 /77 /100 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply Oates to each faceof truss and position as shown above and on the Joint Details, unless noted otherwise. f efer to ALPINE drawings 160A- Zforstandardplatepositions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN rrW COWANV truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page , , 13723 Riverport Drive listing this drawingqindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The suitability Suite 200 and use ofthisdrawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.tpinst.or ; SBCA: www.sbcindust .com; ICC: www.iccsafe.orq Maryland Heights, MO 6304 Job Number: N330034 Ply: 1 SEQN: 41319 / T14 / JACK Cust: R R8975 JRef: 1 W7X89750323 W FL / N FL / TEENBLDR Qty: 1 FROM: RWM DrwNo: 025.18.1643.05644 Truss Label: CJ5A SIN / WHK 01/25/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 4T00 NCBCLL 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber I 1'4" Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set 1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. 4'8" 5'i 4'8" +4 1112X4 DC 5' 4-8" 4-8" H Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W B 364 / 87 / 307 / - / 118 / 8.0Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA G 229 / 87 / 176 / - / - / 8.0 Snow Duration: NA HORZ(LL): 0.004 F Wind reactions based on MWFRS HORZ(TL): 0.009 F Creep Factor: 2.0 B Min Brg Width Req = 1.5 G Min Brg Width Req = 1.5Code / Misc Criteria Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.342 Bearings B & F are a rigid surface. TPI Std: 2014 Max BC CSI: 0.242 Bearings B & F require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.139 Members not listed have forces less than 375# FT/RT:20(0)/10(0) Plate Type(s): VIEW Ver: 17.02.01A.1115.21WAVE 01/25/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each faceoftruss and position as shown above and on the Joint -Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Bu i Id inh Components Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the ANm COMPANY truss in conformance with ANSI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page.. 13723 Riverport Drive listing thisdrawingindicatesacceptanceofrolessionarengineeringresponsibilitysolelyforthedesignshown. The suitability Suite 200 and useofthisgnawingforanystructureistheresponsibilityofthebuildingDesignerperANSI/TPI 1 Sec.2. For mare information see this job's general notes page and these web sites: ALPINE: www.al ineitw.corn; TPI: www. tp i n St. org; SBCA: www. sbci nd ustry.corn; ICCi ccsafe . org Maryland Heights, MO 6304 Job Number: N330034 Ply: 1 SEQN: 41320 / T22 / JACK Cust: R R8975 JRef: 1 W7X89750323 W FL / N FL / TEENBLDR Qty: 1 FROM: RWM DnvNo: 025.18.1643.05473 Truss Label: CJ5B SN / WHK 01/25/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " F-- 1 '4" Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. 4'8" 5' 4'8" 4 1112X4 DC 5' 4'8" 4'8„ N Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in .loc L/deft L/# Pf: NA Ce: NA VERT(LL): NA Lw NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.004 F HORZ(TL): 0.009 F Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.342 TPI Std: 2014 Max BC CSI: 0.242 Rep Factors Used: Yes Max Web CS 1: 0.139 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1115.21 sejt jy^A P sr / s r R + 0.i08 1 R t SAT fsris •r•:r, ao+i 1 COA #0'$ Ai 01/25/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 364 / 87 / 307 / - / 118 / 8.0 E 229 187 / 176 / - / - / 4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 E ' Min Brg Width Req = 1.5 Bearings B & F are a rigid surface. Bearings B & F require a seat plate. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 1310, as applicable. Apply Oates to each faceofptruss and position as shown above and on the Joint9Details, unless noted otherwise. f efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover pa e. . listing this drawing, indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sui ability and use of this drawing for any structure is fhe responsibility of the building Designer per ANSI/TPI 1 Sec.2. 1011111*1111,11 ALPINE AN COMPANY 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304 Job Number: N330034 Ply: 1 SEQN: 41321 / T10 / JACK Cust: RR8975 JRef: 1W7X89750323 W FL / N FL / TEENBLDR Qty: 1 FROM: RWM DrwNo: 025.18.1643.04989 Truss Label: CJSC SN / WHK 01/25/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 4"10 j- 2X4(A1) Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT:N) Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 4'11" 4'11" Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0,006 C HORZ(TL): 0.014 C Creep Factor: 2.0 Max TC CSI: 0.455 Max BC CSI: 0:298 Max Web CSI: 0.000 VIEW Ver: 17.02. 01 A. 1115.21 01 /25/2018 M. O rA V Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 248 /43 /184 /- /91 /7.0 C 96 /10 /76 /- /- /1.5 B 168 /80 /109 /- /- /1.5 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 C Min Brg Width Req = - B Min Brg Width Req = - Bearing A is a rigid surface. Bearing A requires a seat plate. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinqqInstalledperBCSIsectionsB3, B7 or 910, as applicable. Apply plates to each face. oftrussand position as shown above and on the Joint -Details, unless noted otherwise. Refer to ALPINE drawings 160A- Zforstandardplatepositions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN COMPANY truss in conformance with ANSIFI Pl 1, or for handlino, shipping, installation and bracing of trussesA seal on this drawing or cover paqe , , 13723 Riverport Drive listing this drawingindicatesacceptanceofproesslonaengineerinqresponsibilitysolelyforthedesignshown. The suifablltty and use of this drawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 200 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.tpinst.or ; SBCA: w .sbcindustry.com; ICC: w .iccsafe.org Maryland Heights, MO 6304 Job Number: N330034 Ply: 1 SEQN: 41322 / T29 / JACK Cust: R R8975 JRef: 1 W7X89750323 W FL / N FL / TEENBLDR Qty: 1 FROM: RWM DnwNo: 025.18,1643.06098 Truss Label: CJ51 SIN / WHK 01/25/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 1 2X4(A1) Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu:NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 5' 5' Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0,007 C HORZ(TL): 0.016 C Creep Factor: 2.0 Max TC CSI: 0.464 Max BC CSI: 0.309 Max Web CSI: 0.000 VIEW Ver: 17.02.01A.1115.21 1 r4011, rl. e 0. 7,08 I s rfrnCOA iw. f{pM 01/25/2018 Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W A 252 / 44 / 187 / - / 93 / &0 C 98 /11 /77 /- /- /1.5 B 170 /81 /111 /- /- /1.5 Wind reactions based onMWFRS A Min Brg Width Req = 1.5 C Min Brg Width Req = - B Min Brg Width Req = - Bearing A is a rigid surface. Bearing A requires a seat plate. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propperly attachedrigqidceilinclLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginsalledperBCSIsectionsB3, B7 or B10, as applicable. Apply Oates to each face. oftrussand position as shown above and on the Joint -Details, unless noted otherwise. Refer to ALPINE drawings 160A- Zforstandardplatepositions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN PV COMPANY truss in conformance with ANSI/TPI 1, or for handlin shipping, Installation and bracing oftrussesA seal on this drawing or cover paqqe , , 13723 Riverport Drive listing this drawing indicates acceptance of pro) esslori engineering responsibility solely for the design shown. The suifabi ity and use of this awing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 200 For more information see this job's general notes page and these web sites: ALPINE: w .alpineitw.com; TPI: www.t inst.org, SBCA: w .sbcindust .com; ICC: MAAwJccSafe.or9 Maryland Heights, MO 6304 Job Number: N330034 Ply: 1 SEQN: 41323 / T18 / JACK Cust: R R8975 JRef: 1 W7X89750323 W FL / N FL / TEENBLDR Qty: 9 FROM: RWM DnwNo: 025.18.1643.05628 Truss Label: CJ3 SN / WHK 01/25/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 4"2 T r 1'4" Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. A Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE C 3 _I 3' Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.001 D HORZ(TL): 0.001 D Creep Factor: 2.0 Max TC CSI: 0.368 Max BC CSI: 0.082 Max Web CSI: 0.000 VIEW Ver: 17.02.01A.1115.21 yy, • 4`"% P s° a jay COA #0 iVtb, 01 /25/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 288 / 77 / 254 / - / 80 / 8.0 D 51 /4 /43 /- /- /1.5 C 82 /40 /46 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing. and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an c7 SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinqInstalledperBCSIsectionsB3, B7 or B10asapplicable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions. A N Alpine, a division of ITW Buildinq Components Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the ANf WCOMPANY truss in conformance with ANSI/TPI 1, or for handlin4, shippingp, installation and bracing of-trussesA seal on this drawing or cover pagqe, , 13723 Rive port Drivelistingthisdrawingindicatesacceptanceofprog'essionar engineering responsibility solely for the design shown. The suitabilityanduseofthisdrawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Suite 200 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: wwwApinst.org, SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Maryland Heights, MO 6304 Job Number: N330034 Ply: 1 SEQN: 41324 / T43 / JACK Cust: R R8975 JRef: 1 W7X89750323 W FL / N FL / TEENBLDR Qty: 1 FROM: RWM DrwNo: 025.18.1643,05020 Truss Label: CJ3A SN / WHK 01/25/2018 Loading Criteria (psq TC L L: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 4"10 j- Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. 2X4(A1) 12 B 2'11" 2'11" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.001 C HORZ(TL): 0.003 C Creep Factor: 2.0 Max TC CSI: 0.207 Max BC CSI: 0.111 Max Web CSI: 0.000 VIEW Ver: 17.02.01A.1115.21 s;t;••,\C, Sic o. 748 1 Q S SAT Q co 01/25/2018 9) Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W A 150 /24 /110 /- /54 /7.0 C 56 /6 /44 /- /- /1.5 B 98 /47 /64 /- /- /1.5 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 C Min Brg Width Req = - B Min Brg Width Req = - Bearing A is a rigid surface. Bearing A requires a seat plate. Members not listed have forces less than 375# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI an SBCA) fo'r sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erly attachedriqidceilingLocationsshownforermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicable. Apply Oates to each face oftruss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN my COWANY truss in conformance with ANSIrl PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page 13723 Riverport Drive listing this drawing indicates acceptance of pro esslona engineering responsibility solely for the design shown. The sul ability Suite 200 and useofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: www.iccsafe.org Maryland Heights, MO 6304 Job Number: N330034 Ply: 1 SEQN. 41325 / T31 / JACK Cusl: R R8975 JRef: 1 W7X89750323 W FL / N FL / TEENBLDR Qty: 1 FROM: RWM DrwNo: 025.18.1643.06051 Truss Label: CJ31 SN / WHK 01/25/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 4°2 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 1313" uses design values approved 1/30/2013 by ALSC Wind .. Wind loads based on MWFRS with additional C&C member design. 12 B 2X4(A1) Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 3' 3' Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.001 C HORZ(TL): 0.003 C Creep factor: 2.0 Max TC CSI: 0.210 Max BC CSI: 0.121 Max Web CSI: 0.000 VIEW Ver: 17.02.01A.1115.21 01/25/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W A 154 /25 /114 /- /55 /8.0 C 57 /7 /46 /- /- 11.5 B 99 /48 /65 /- /- /1.5 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 C Min Brg Width Req = - B Min Brg Width Req = - Bearing A is a rigid surface. Bearing A requires a seat plate. Members not listed have forces less than 375# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl41d ceiling Locations shown for permanent lateral restraint of webs shall have bracln installed per BCSI sections B3, B7 or 10, as applicab-le. Apply plates to each face. oftruss and position as shown above and on the JolnfDetails, unless noted otherwise. Refer to ALPINEdrawings16OA-Z for standard plate positions. Alpine, a division of ITW BuildinQQComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the nNmvCOMPANY truss In conformance with ANSI TPI 1, or for handllnT shipping, installation and bracing of.trussesA seal on this drawing or cover paqe , , 13723 Riverport Drive listing this drawing indicates acceptance of pro essiona, engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 200 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindustr .com; ICC: www.iccsafe.org Maryland Heights, MO 6304 Job Number: N330034 Ply: 1 SEQN: 41326 / T19 /JACK Cust: R R8975 JRef: 1 W7X89750323 W FL / N FL / TEENBLDR Qty: 10 FROM: RWM DrwNo: 025.18.1643.04707 Truss Label: CJ1 SN / WHK 01/25/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 4"2 5.9 F 12 k, . 7 I 1' 11^rt Te i Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Speed: 150 mph Pf: NA Ce: NA VERT(LL): NA Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA Risk Category: II Snow Duration: NA HORZ(LL): -0.000 D EXP: C HORZ(TL): 0.001 D Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.324 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.044 C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1115.21 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set '1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. 01/25/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 260 / 99 / 257 ! - / 43 / 8.0 D 3 /23 121 /- /- /1.5 C -43 /60 /37 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 D Min Brg Width Reg = - C Min Brg Width Reg = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted 6therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as appllcalb e. Appty plates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ANMNCOMPANY truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing oftrussesA seal on this drawing or cover page , , 13723 Riverport Drive listing this drawing indicates acceptance of pro esslonaengineering responsibility solely for the design shown. The sulfablllty Suite 200 and useofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: w Jpinst.or ; SBCA: www.sbcindust .com; ICC: www.iccsafe.org Maryland Heights, MO 6304 Job Number: N330034 Ply: 1 SEQN: 41327 / T32 / JACK Cust: R R8975 JRef: 1 W7X89750323 W FL / N FL / TEENBLDR Qty: 1 FROM: RWM DrwNo: 025.18.1643.05959 Truss Label: CJ11 SN / WHK 01/25/2018 12 5.9 B A T C:) C 2X4(A1) 1' Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 byALSC Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Nf Pf: NA Ce: NA Lu:NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.000 C HORZ(TL): 0.000 C Creep Factor: 2.0 Max TC CSI: 0.015 Max BC CSI: 0.011 Max Web CSI: 0,000 VIEW Ver: 17.02.01A.1115.21 01/25/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 57 /7 /41 /- /18 /8.0 C 17 /4 /14 /- /- /1.5 B 27 /14 /18 /- /- /1.5 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 C Min Brg Width Reg = - B Min Brg Width Reg = - Bearing A is a rigid surface. Bearing A requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro[p erly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections 63, 87 or B10' as applicable. Apply plates to each faceof truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the mrrvcompmy truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page 13723 Riverport Drive listing this drawing indicates acceptance of ppro esslona engineering responsibility solely for the design shown. The suiCability and use of this drawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 200 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Maryland Heights, MO 6304 I VALLEY FRAMING & BRACING DETAIL M R BC 2 01 Lumber Size and Grade Minumum Reauirements GENERAL NOTES Purlins required 2'-0" O.C. in absence of plywood sheathing. Trusses without sheathing applied must be evaluated accordingly. Purlins should overlap sheathing one truss spacing minimum. In cases that this is impractical, overlap sheathing a minimum of 6", and nail upwards through sheathing into purlin with a minimum of 8-Sd (0.131"x2.5") common wire nails. Effects of not providing sheathing below a valley set must be evaluated by the building designer. This drawing applies to valleys with the following conditions: Spans (distance between heels) 40'-0" or less Maximum valley height: 14'-0" Maximum mean roof height: 30 feet ASCE 7-05, 140 mph, Enclosed, Cat 11, Exp B,1=1.0, Kzt=1.0 Or A Maximum of ASCE 7-10, 180 mph, Enclosed, Exp D, Kzt=1.0 TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE CRIPPLE ripples 4'-0" for 30 psf (TL) and 20 psf (TD) Max. e the crippes for each row starting from the valleys or sleepers working inward to the ridge board so that cripple locations are gored between rows. TYp) innection Requirement Notes 2x6 rafters to ridge 4 16d toe -nails Cripple to ridge 416d toe -nails Cripple to rafter 4 16d toe -nails 816d face -nails Rafter to sleeper or blocking 5 16d toe -nails Rafter to two 2x6 sleepers 4 16d toe -nails Sleeper to truss 4 16d toe -nails Two 2x6 sleepers to truss 3 16d toe -nails each sleeper & truss Ridge board to roof block 416d toe -nails Ridge board to truss 4 16d toe -nails Purlin to (Typ) 3 16d toe -nails Truss to blocking 4 16d toe -nails Truss to cripple 416d toe -nails Truss to cripple 416d toe -nails Cripple to purlin 3 16d toe -nails CRIPPLE, BRACING, & BLOCKING`NOTES". 13. NO Cold(0. lar 1amtorafter 416dtoe-nails NOTE: 16d (0.162"x3.5") COMMON NAILS 2x4 continuous lateral restraint (CLR) min. is required for cripples 5'-0" to 10'-0" long nailed w/ 2 -10d (0.148"x3") nails. Or 2x4 "T" or scab reinforcement nailed to flat edge of ch ple with 10d J0.128"x3.0") nails at 6" o.c. "T" or scab must be 90 % of cripple length. Cripp es over 10%0' long require two CLR's or both faces w/ "T". or scab. Use stress graded lumber & box or common nails. Narrow edge of cripple can face ridge or rafter, as long as the proper number of nails are installed into ridge board Install blocking under rafter if sleepers are not used. install blocking under cripples if cripples fall between lower truss top chords and lateral bracing is not used. Apply all nailing n accordance le s motet NDSoth Mise.em; ` He yNailsarecommonwirenailsunlessnotedotherwise. V o•ee•••a••° Oe ' d$ ,,.••G NSF••e C W (A) (B) « WARF(1WQa Run AND FIYIAV N.J. IUTLS ON THIS WAVIIei o 'C LL 20 30 40 54 REF VALLEY FRAMINGTWT® FUMY Tt= WAVDIG M ALL CONTRACTTIRS n1CLUDING TTE OISTALLtYSJ ,, AA.,, Trusses —q." extreme care In fabel-11"V, ha-Kingl, sh1ppYg, Installing and bracing, Refer Refer W 49 fallow the latest edtlon of aCSI (n,umg Component Safety IrM'ornatlon, by TPI and SBCA) -or 4fwty j C DL 10 20 7 7 DATE 10/O1/14 practices prior to performlrp these functions. Installers shalt provide temporary bracing per BSI. n• STATE ^t— Unless noted otherwise, top chord shalt have property attached structural sheathing and battorPcZkj A () 4i` BC DL 0 0 0 - 0 DRWG VACNV1801015stallhaveapropertyattachedHoldcrsing. Locations shown for penrment lateral restraint of :,telf3,j awholllavebracYqInstalledperDCSIsections83, la7 r n10, as nppli-]Aw. Apply plates to each t§Lce •- a I of truss and posteon as shown above and on the Joint Details, unless noted otherwise, °' • BC LL 0 0 0 Refer to drawVgs 160A-2 far standard plate positions. ate, .• . Alpine, a Wsion of ITV &Adhg Components Group Im. shall rat be reWonslbte for any deviation f ••r••em• TOT. LD.30 50 47 61ANfTW07AAPAWYthisdrawWVanyfasuretobuildthetrusshconformancewithANSI/TPI 1, or for hardlkq, shWng, o \ Installation t bracing of trusses. g0 S/0N /i L \ \ e seat on rteh iso\dra.eat•gy orcover for ddeersiig, shown Th. a* WAlt, of drawl^G ! ! , i //'- 1 1t1N\\ \\ fr any structurw is the respon ib" of the D,adbV Deslgner per ANSMMI I Satz DCJR. FAC. 1.25/1.15 Eadh ity,M nl Dnve For Hare hf--- tlon see this Job's generat notes pa Q. and these web sate-, ® EaM1hCity, M063045 ALPRE, wrw.alphelt—M TPL www.tplrstorg, SDCA, wwwsbdndustry.rg, n....kcsnfe.org (0 () SPACING SEE ABOVE AREA EXPOSED F.1 Total Truss Quantity = 109. S PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATI N F TRUSSES, ENGI RECORD COPY PLUMB , NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 1 8 - 6 6 6 ,. a Labeled End Nark ATTENTION! mrr s aa c.*nvays xes—/ mow t 1 TRUSS DRAWINGS AND ARCHITECTURALS SUPERCEDE THIS DOCUMENT. 01 General Notes 1) M P—W lord bwea. f1d I ad fmt 914- 1w V. tap d-d Pt* paid.d 9— to be : stW W W— .id. r , 2) Af hmger. t. b. Snp.m WJS26 tdm atlw.i.e adal 3) Al b. yz g i. 24' 0.G uA— dlw.ee dW. 4) Pa Tr p t. k"b'h" BL9-B1 ramn.rnda6an parnwwd xaracby OwN be Oamd at a 6— yxig 15' O.C. atroe. th. vpan, to b. r.pedW at a maA— d 26' bdtum each z-Moa 6roaytwt u..acb— li.a.. rvda m BCSV-81 far aW WSUad b,o dda& ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 17 PSF BCLL = • PSF BCDL = 10 PSF TOTAL = 47 PSF DURATION = 1.25 % WIND SPD/TYPE = 150 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT O WIND IMPORTANCE FACTOR - 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FDC 2017 TPI 2014 Truss member d—pn E, connector plates designed for ASCE 7—f0end ma -- ndfo from bow mpoornts end claddingsarndfo —sting rysterm. T' hese trusses h—been re owed to cam rn additional IOW psf no ant bottom chord five n FLOORLOADING BSCHEDULE TCLL TCDL CDL TOTAL PSIF ROOF DESIGNED FOR TILE SHINGLE UPLIFT ALL REACTIONS OVER 5000/ AND UPLIFTS OVER 1000p ARE SHOWN ON ENGINEERING. WALL KEY EDESCRIPnON INIT. DATE vac tas. tvn remm LOAD/ DESCmPnON WIT. DATE vac tsrwro rsa r+a .t.t snvsa ac nrr t.. n.o CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G. N. W. WINTER HAVEN FLORIDA 331= PFONE.C80W 959- 8806 FAX- (863) 294- 2488 BUILDER :TAYLOR/110; R SON PROJECT: THORNBROOK MODEL : TB30-1588/ 1ED/TRAD CCA PROJ/MODEL/ ALT 9A6/9A7 158MB, C/158TB,C/02 ALT DESC 16' z 8'-8' COV LANAI OTC LOT 309 BLOCK DESIGNER PAGE RWM DATE 09 29 2016 LA" SCALE N330034R 1 4" '= I' i-, RECORD COPY D City of Sanford J,iN Building and Fire Prevention sNxAl- 'P°roduct Approval Specification Form Permit # # 1 8- 6 6 6 Project Location Address 509 Red Rose Ln., Lot 309 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products., Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More_ information about Statewide Product Approval can be obtained at www.floridabuilding.orq. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) I. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL20461-R2 Sliding MI Windows Pocket 2 panel sliding door FL15332.04 Sectional Windsor Garage Doors Sectional Ext. Door single & Dbl FL15080.1 Roll U Automatic Other 2.Windows Single Hung MI Windows Block Single Hung FL17676.9, .13,.16 Horizontal Slider Casement Double Hun Fixed MI WINDOWS Block Fixed Glass FL18644.03 Awning Pass Through Projected Mullions MI Windows Mullion — Block and Frame FL18504.9 Wind Breaker Dual Action Other June 2014 1 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3.Panel Walls Siding Soffits Alpha Aluminum, Inc. Soffits FL16544.1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles CertainTeed Shingles FL5444.1 Underla ments InterWrap, Inc. Underlayment's FL15216-R3 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium MMI-2 OFF RIDGE VENT 16568.1 Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5.Shutters Accordion Bahama Colonial Roll u Equipment Other 6.Skylights Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates MiTek Industries Truss Plates FL2197-R6 Engineered .Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products HVAC Tie Down BMP International HVAC Tie Down FL14239-114 Applicant's Signature Applicant's Name Please Print) June 2014 Kr1E ra v A Na-_ ICFiEscR.E u<• r o DRYER DETAIL AkF. 8 OM? EF.EL lOQ Y'P 1RJE7 l'ER 17D@t LATEK (CO -ORcPERL.5' ) P 4i LeTE7r rr e B O AqX TDmw SCP ORT l3-LSG iExNf6 - f.:tRCR M IDA L, U(IE RAT LATE, CEL,G PANTHTV" O Y=TW W.X:5 7. v ,OBE Ti TF TRAY CEILING SECTION WILL u'.r-0. a4 Clym • OUP 14 xF-wantsu i i i { f' R ODD TUMS 1605A BErGND r c w. S D. iI, S W. OSAB401m-6 C1iR'W1 nscar CALI. TOP ATTIC ACCESS DETAIL bs5CALEW . Fa WILL W.. r-v B KITCHEN WALL @CABINET SPACE ECN.t: yr , r.a TUB ER GL. ENCL.NCL. DETAIL s 6CAE. N' Y a CA-- Sk. f TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS 70, 21' 31' 1 53- WINDOW CALL -OUTS ti 26' Q &H IA 37 5H 77 54 37 5H uj 3 O Z. 3T 51" 63' aI U 54 IO 33 SH 73 SH 33 5N V 4 SH 117 34 SH 74 54 Sq SH S z 15 5H Vt 35 5H 75 SH 1194 12" 3 I6 5H Vt 36 SH 76 514 36 SH GL. VckFY rAO.'RY OPENW-6 FOR ALL AMA. A. Nto O z e WYDOJ SIZES AHD X5TIL' LATiON MY YART PER HA FA'MREER AD 5FECSCAT", RETER TO FLOOR FLANS FOR STYLE OF 00N D (SrY,L E PJ,6-514, CA5EH&1'T- CsMT, OR F.7(ED GLAS5-FG1 dFF. REAR 10 SEi i3 TOR MKACt'F. DLE154'?.3 F-L,[,,s33-LwD4 V c w z O 30 ce NDIUIE5 eaeATES15 A/ LOL O HATCHING LEGEND TEUI 1 LINTEL CAALLGUTS: C KO. AOX RIM VV 5 IM OYERV F% DIGNEIED MCRETE I FLUID V 5 BAR r" bL0 1_b uCU Nf.OF_Q clfN 8crclrneLoxcarsEcEQa' asox. CDCFEIE lllf(i rl.US eARlFcoawl®50_D. 8' Pff ?GiFEEFD CLNC$iE LNTFL Fl1D uU 5 SM ND- Q - 8' LIKU 5441 EE RILO. OEM 0. 8LOX F1110 A'O.RENO.UD INU s M.2 1 V V 00 M 11 5 NOTES AL EXIERDFyLS YOU CR.SDEIEII SfAR ri`i".RTIY V 81Lt CO'POENTs nx, rl— aura /+OILS Wt A 5FK'AR= RALUo AW FLOOR PLAN NOTES n GARAGE RIGHT Florida Building Code Online Page 1 of 6 BCIS Home } Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications j FBC Staff BCIS Site Map Links Search j ri 0`i a Product Approval P 5 .USER: Public Userdntu3,-,axraks'b s:. Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL20461-R2 Application Type Revision Code Version 2017 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 i.:..( 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 12/31/2020 Validated By Ryan J. King, P.E. J Validation Checklist - Hardcopy Received Certificate of Independence FL20461 R2 COI (c) Certificate of Independence.pdf Referenced Standard and Year (of Standard) Standard 101/I.S.2 ASTM E330 ASTM E331 TAS 202 Equivalence of Product Standards Certified By Sections from the Code Year 1997 2002 2000 1994 littp://floridabu11ding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJkHOuU... 1 /31 /2018 Florida Building Code Online Page 2 of 6 Product Approval Method Method 1 Option D Date Submitted 07/12/2017 Date Validated 10/15/2017 Date Pending FBC Approval 10/18/2017 Date Approved 12/12/2017 Date Revised 12/13/2017 Summary of Products Go to Page a% Pagel / 2 FL # Model, Number or Name Description 20461.1 a. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Opaque Composite Edge Smooth -Star Fiberglass Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R2 II (b) Inst 20461.1.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.1 for Design Pressure Ratings, any FL20461 R2 AE (c) Eval 20461.1.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.2 b. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R2 II (b) Inst 20461.2.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.2 for Design Pressure Ratings, any FL20461 R2 AE (c) Eval 20461.2.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.3 c. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'8 "Non -Impact" Opaque Fiberglass Composite Edge Double Door with or without Sidelites Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R2 II (b) Inst 20461.3.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.3 for Design Pressure Ratings, any FL20461 R2 AE (c) Eval 20461.3.1)df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.4 d. Therma-Tru Fiber -Classic and Smooth -Star Nominal 7'0 "Non -Impact" Opaque Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R2 II (b) Inst 20461.4.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.4 for Design Pressure Ratings, any FL20461 R2 AE (c) Eval 20461.4.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.5 e. Therma-Tru Fiber -Classic and Nominal 7'0 "Non -Impact" Opaque Composite Edge Smooth -Star Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJkHOuU... 1 /31 /2018 Florida Building Code Online Page 3 of 6 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.5 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) Installation Instructions FL20461 R2 Ii (b) Inst 20461.5.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20461_R2_AE j )__Eva1 20461.5.pdf Created by Independent Third Party: Yes 20461.6 f. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Opaque Composite Edge Smooth -Star Fiberglass Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R2 II (b) Inst 20461.6.1)df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.6 for Design Pressure Ratings, any. FL20461 R2 AE (c) Eval 20461.6.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.7 g. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R2 II (b) Inst 20461.7.0f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.7 for Design Pressure Ratings, any FL20461 R2 AE (c) Eval 20461.7.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.8 I h. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.8 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Double Door with or without Sidelites Inswing/Outswing; XX or OXXO configurations) Installation Instructions FL20461 R2 II (b) Inst 20461.8.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20461 R2 AE (c) Eval 20461.8.odf Created by Independent Third Party: Yes 20461.9 i. Therma-Tru Fiber -Classic and Smooth -Star Nominal 68 "Non -Impact" Glazed Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R2 II (b) Inst 20461.9.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.9 for Design Pressure Ratings, any FL20461 R2 AE (c) Eva[ 20461.9.1)df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.10 j. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R2__1I _Inst 20461.10.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 2046 1. 10 for Design Pressure Ratings, FL2.0461 R2AE jc)_Eyal 20461.10.pdf any additional use limitations, installation instructions and Created by Independent Third Party: Yes http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgsJ9a49YAgXJkHOuU... 1 /31 /2018 Florida Building Code Online Page 4 of 6 product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.11 k. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R2 II (b) Inst 20461.11.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.11 for Design Pressure Ratings, FL20461 R2 AE (c) Eval 20461.11.1)df any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.12 1. Therma-Tru Fiber -Classic and Nominal 7'0 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R2 II M Inst 20461.12 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.12 for Design Pressure Ratings, FL20461 R2 AE (c) Eval 20461.12.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.13 M. Therma-Tru Fiber -Classic and Smooth -Star Nominal 7'0 "Non -Impact" Glazed Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R2 II (b) Inst 20461.13.0df 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 20461.13 for Design Pressure Ratings, FL20461 R2 AE (c) Eval 20461.13.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.14 n. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R2 II (c) Inst 20461.14.0df 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 20461.14 for Design Pressure Ratings, FL20461 R2 AE (c) Eval 20461.14.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.15 0. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R2 II (c) Inst 20461.15.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.15 for Design Pressure Ratings, FL20461 R2 AE (c) Eval 20461.15.1)df any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.16 I p. Therma-Tru Fiber -Classic and Smooth -Star http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGBVXQwtDgsJ9a49YAgXJkHOuU... 1 /31 /2018 Florida Building Code Online Page 5 of 6 Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R2 II (b) Inst 20461.16.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.16 for Design Pressure Ratings, FL20461 R2 AE (c) Eval 20461.16.pdf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.17 q. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Transom (Inswing/Outswing; O/X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R2 II (b) Inst 20461.17.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.17 for Design Pressure Ratings, FL20461 R2 AE (c) Eval 20461.17.0f any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.18 r. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) and Transom Inswing/Outswing; O/XO, O/OX or O/OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R2 II (b) Inst 20461.18.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 20461.18 for Design Pressure Ratings, any FL20461 R2 AE (c) Eval 20461.18.1)df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.19 s. Therma-Tru Fiber -Classic and Smooth -Star Nominal 68 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO Continuous Head and Sill configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R2 II b Inst 20461.19.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 20461.19 for Design Pressure Ratings, any FL20461 R2 AE c Eval 20461.19.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.20 t. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO Continuous Head and Sill configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R2 II (b) Inst 20461.20.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 20461.20 for Design Pressure Ratings, any FL20461 R2 AE (c) Eval 20461.20.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) Go to Page m 0 Pagel/ 20 (D Back Next http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJkHOuU... 1 /3)1 /2018 Florida Building Code Online Page 6 of 6 Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M Credit Card Safe http://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsJ9a49YAgXJkHOuU... 1 /31 /2018 THERMAITIRU° DOORS Fiber -Classic. & Smooth -Star., COMPOSITE EDGE OPAQUE FIBERGLASS SINGLE DOOR INS WING /OUTSWING NON -IMPACT' GENERAL NOTES I. This product has been evaluated and is in compliance with the 6th Edition 2017) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone' (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 4. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 5. Fiber -Classic A Smooth -Star Door panels require the use of "P' part numbers and must be stained or pointed within six months of installation. TABLE OF CONTENTS 37.75" MAX. FRAME WIDTH ZZ 3 <H 0? 00 0 O a0 X o LL U; v * 0 !n N,7 z iE:O=fin r 0- rn N > ' m 11111 Z ° of 6 fly . o Z ' Z a gro °6CW IV a =j m dO_1 C C 6EoZ 9u yj Q JLL DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSF) CONFIGURATION LOCK INSWING OUTSWING HARDWARE POSITIVE NEGATIVE POSITIVE NEGATIVE x Latch B• Deadbolt 67.0 67.0 67.0 67.0 x Multipolnt 65.0 70.0 65.0 65.0 See Sheet 3 for Hardware Specifications LE: N.T.S. BY: JK BY: LFS WING NO.: FL-20461.6 E _L OF I COMPOSITE HINGE STILE CAP 1p"r.1wFFvcn wnnni EXTERIOR 3 6" EXTERIOR 3.6 0 406 nt S 1 i 4 t Ij } s • Iit4• COMPOSITE CAP ENGINEERED WOOD CAP (ENGINEERED WOOD LOCK STILE INTERIOR ( (ENGINEERED WOOD( INTERIOR 0.5" — 046 ' 0 T' N t 1 i 1Yi• r i a a COMPOSITE CAP LOCK STILE COMPOSITE HINGE STILE HORIZONTAL CROSS SECTION 2 36.0" MAX. DOOR PANEL WIDTH 40 DOOR PANEL BOOK 35.813" MAX. DOOR --) PANEL WIDTH 41 DOOR PANEL Hybnd Door 0 x N z 0 0 P HORIZONTAL CROSS SECTION 2 35.813" MAX. DOOR { PANEL WIDTH 42 DOOR PANEL Ul Door TOP RAIL COMPOSITE/ENGINEERED WOOD) U: N•:7 6 i P a a rn na o W y V ro d FOAM CORE d POLYURETHANE - 1.9 PCF MIN.) INTERIOR EXTERIOR INTERIOR EXTERIOR Ic W V t Lo O FIBERGLASS SKIN ~ W a BOTTOM RAIL ^ COMP.) I ^ 1J1 z L z c 3 VERTICAL CROSS SECTION VERTICAL CROSS SECTION D^ - 5126,116 2 y Sour• N.T.S. DWG. BY: JK CHk. BY: LFS 3 DRAMNG NO, R FL-20461.6 n SHEET 2 OF 11 Q 4e., 67 z° 0 m II1T1 ` n 0 n z U Z Q to sRtm E 0c ° vZ u cw 8 3'a HARDWARE TABLE 2 22 MANUFACTURER MODEL 0 KNOB: FSl o SCHLAGE DEADBOLT: B60 m w KNOB: SIGNATURE SERIES 4 $ 6 KWIKSET DEADBOLT: SIGNATURE SERIES (980) r m < V O HOPPE MULTIPOINT:MPDGART o THERMA- TRU) (3 pt. Manual Tongue) a a m SEE HARDWARE 4 CHART 0 N U) o Ln jj Q O F- a1 2 3 r4 7 7 7 7 j W Q F z O G z 10 DATE: 5126116 i Scram: N. T. S. Dwc, BY: JK CHK BY. Fiber- Classic/Smooth-Star Door Panel Options DRANANO NO,; LFS Panel options shown are for illustration and are representative only m similar opaque panel configurations are allowed) FL- 20461.6 0 SHEET _ L OF 1 ll 1II1111. A 4/ i A* a, Z n E 0 o P 0 F , q 1 11111 N 6 ZO- N 0 n z° 1 a o C tp a cw 4 tm 4 \ E oZ ra 40 41 42 Y 6 1 UQ Uaj EXTERIOR INTERIOR o o1.15"MIN, EMB. (TYP•) cc 1 VERUCAL CROSS SECTION U w zwov E 4 Shown w/ 2X Buck E Co NOutswingshown (Inswing similar) B B C 0 U G L C a d m InPI (TYP) a ° ° 0.15" GSINK 0.15" GSINK y m 1 o- L U D a p D ON 6 6 o z N INTERIOR INTERIOR FW- O a N w i EXTERIOR EXTERIOR 23 24 40 41 42 27 Z DATE: 51261161-1/4"MIN. 40 41 42 29 1-114"MIN. Ste, N.T.S. D EMS. (TYP.I 1 EMB. (TYP.) DWG. BY: JK m 2 HORIZONTAL CROSS SECTION 3), HORIZONTAL CROSS SECTION CHK BY: LFS 3 4 Shown w/ 2X Buck 4 Shown w/ 2X Buck DRAWING ND.: Outswing shown (Inswing similar) Outswing shown (Inswing similar) FL-20461.E 0 SHEET 4 OF 11 N k 1-1/4' EMB. i1 —, 1 X Buck to be secured to masonry by others 2 HORIZONTAL CROSS SECTION j Shown w/1Xsub-buck Outswing shown (Inswing similar) d 1 VERTICAL CROSS SECTION j Shown w/1Xsub-buck Outswing shown (Inswing similar) 0 3 HORIZONTAL CROSS SECTION Shown w/1Xsub-buck Outswing shown (Inswing similar) A, I II111 S` oomi ly u c .: o v a i4 Em Zm°ma p i W maa a4a o 02 9u y A Ja XU Um OfKX m N 0, a oC0U a a MIN. oZ o DATE: 5126116TYP.) sclIZ N.T.S. mDWG. BY: JK CHK. BY: LFS De WINO NO, FL-20461.6 0 N SNEEr 5 OF i t 1-1/4" MIN. EMB. (TYP.) I.5" MAX. DIRECT TO MASONRY MAX. DESIGN PRESSURE: w/ STANDARD STRIKE _ ± 47 PSF w/ SECURITY STRIKE = ± 55 PSF C N a M c'! o N I EXTERIOR EXTERIOR [W_ INTERIOR 1 VERTICAL CROSS SECTION 6 Shown Direct to Masonry Outswing only w/ 4-9/16' jamb INTERIOR MIN. r— ^r EMB. (TYP.) 2 HORIZONTAL CROSS SECTION r3 HORIZONTAL CROSS SECTION 6 Shown Direct to Mason y 6 Shown Direct to MasonryOutswingonlyw/ 4-9/ 16jamb Outswing only w/ 4.9/16' jamb 1. 5' MAX. EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION 6 Shown Direct to Masonry Outswing only w/ 6-9/16'jamb U 11" MIN. F------ ttt— EMB. (TYP.) 5-'\ HORIZONTAL CROSS SECTION Shown Direct to Masonry Outswing only w/ 6-9/16' jamb INTERIOR Q. 1• k o * 2i n N zi 641 0Q g n PV v r z d m 6 T mO N ': Z v V U z Q u E m z m° a 0 oa m a a E LL* o oz cCa awZ2 O 01UQ N J $ 5 m ¢ a w N zoo CO NNOfzoO_ O F rU LO a aYy n z Z EXTERIOR ,{ l — Z UM 1- 1/4"MIN. orate: 5 26 16 EMB. (TYP.) ScaE: N. T.S. 6 HORIZONTAL CROSS SECTION DWG. BY: JK 6 Shown Direct to Masonry CHK. BY: LFS Outswing only w/ 6-9/16jamb DRWND NO, FL-20461.6 SHEET 6 OF l t Notes: I . SIII Item #'s 17, 18, 32, 34, 35, 36, 37, 38 & 39 are attached to jambs w/ (3) #8 X 2.1 /7' pfh screws at each end. Sill Item #'s 16 & 33 are attached to jambs w/ (2( #8 X 2-1 /2" pfh screws at each end. Sill Item # 15 is attached to jambs utilizing (2( #10 X 2" pph SMS at each end. INTERIOR SEE NOTE 1 K EXTERIOR I VERTICAL CROSS SECTION 7 Inswing Sill . INTERIOR EXTERIOR 41 42 9 SEE NOTE 1, e ° ° 2 VERTICAL CROSS SECTION 7 Inswing Sill EXTERIOR10INTERIOR EXTERIOR INTERIOR SEE NOTE I D " D 3 VERTICAL CROSS SECTION 7 Outswing Sill SEE NOTE 1 4 VERTICAL CROSS SECTION 7 Public Access Sill 4f ogg:J: vO1i mn 1111II11 z am 6 o n z m U N •• z ZOU mL U 9 No s m c c d zu V W J D• cc 0 cod F- o UK V) ti i,: w w SEZ oo a K w o N r a 5 26 16 N. T.S. BY: JK BY: LFS WING NO.: FL- 20461.6 rT 7 ov 11' 2X BUCK HEAD & JAMBS TYP-1 50 PSF MAX 4'I,TYP.) II x a i 6 UO MASONRY TYP.) .........+.. ............. a. 17 4" ( TYP.) D Q HEAD & JAMBS TYP.) 2X BUCK 70 PSF MAX MASONRY TYP.) ..., ................ ti 11 N 7 z° 0 6j? Z . rn n PFH WS P1 N > ri m JAMB TO HEAD DETAIL 0 n ° zG m TYP.) V s , a ZZ 0 muLO c O? a T o' ooo o z a L 2X BUCK vN E y E mwcD w w BUCK J 1X BUCK m z M DIRECT TO o N MASONRY 0 a m FRAME HEAD & JAMBS a a m TYP.) Qr E C m m v d 0 a i w i Q o - o L z c DATE 5126116 x FRAME ANCHORING SCALE: N.T.S. DwG. BY: JK CHK. BY: LFS 3 DRAWING NO.: G FL- 20461.6 C SHEET 6 OF ) 1 Oa ¢ SEE HINGE yam` vDETAIL (TYP.( / ` r o m Z ` m M H 28 nnnp\ Z om o 2X BUCK L 0 N z 0 X BUCK G \ ` o E m z m Z ti DIRECT TO M O Y K \ " ° oa `o a MASONRY 26 m SEE TONGUE \\ vvt u. '^"> y p 0 b\ O STRIKE DETAIL e m a a 9 i N p Nip API — ? Cz0 2XBUCK 25 + i w o mac` I X BUCK G 27 DIRECT TO M t_v n u n MASONRY 0 0 my 0 J LATCH & DEADBOLT DETAIL Kwikset 2XBUCK L N SEE LATCH 1 X BUCK G DEADBOLT DETAIL ^ p o DIRECT TO M e a o< SEE LATCH MASONRY aE000 & DEADBOLT NFi, 31 o 2XBUCK L m 0 b o DETAIL n aNN I X BUCK G 8 TONGUE STRIKE DETAIL a a Y r DIRECT TO M Mu ipoin Loc m MASONRY SUB STRIKE PLATE m w 28 0 STRIKE JAMB HINGEJAMB STRIKEJAMB 2XBUCK L z8LatchandDeadboltMultipointLocko0 1XBUCK G z Ln22 2XBUCK 25 DIRECTTO M o MASONRY 1 X BUCK G p 27 L 2X BUCK 30 o DIRECT TO M 88 29 G 1XBUCK Z MASONRY - DIRECT TO LATCH & DEADBOLT DETAIL M DIRECT TO M MASONRY LATCH d DEADBOLT DETAIL MASONRY Multipoint Locko Schlage 24 23 o LATCH & DEADBOLT STRIKE DETAILS DEADBOLT STRIKE DETAILS MULTIPOINT LOCK STRIKE DETAILS DATE: 5 S N. 1r. s.6 i 9 Security Deadbolt Strike Plate) HINGE DETAIL MO. BY: JK m CHK. BY: LFS 3 DRWNG NO.: d FL- 20461.E 0 SHEET 9 DE 11 cry 4.56" U . e * og J 4.56" u < at 5i n 00 m 0 n zL -- 2.36" -- 0 a z WOOD JAMB ` v U x z 5 INSWING iHR"HOLD 1 e E m ? m° 1 INSWING THRESHOLD \ .0 0 J Inswing Basic'.ed Sgl 38 Iruwing Composite Adjustable Sig n a m 6 t m 5.83" 9 4 m a a 5.75' 7 c z 5.77' 1— rr INSWING THRESHOLD o N34OUTSWINGTHRESHOLDo Insw ng Moderate Climate Sit 1.3/8" INSWING THRESHOLD 6 o z 39 Composite Sll w Inswing Basic Composite Adjustable Sill ¢ J Z g M ELo 5.75" 7.59" 0 4.56" m U piI0r P w : ,. a o- INSWING THRESHOLD 35 INSWING THRESHOLD OUTSWING THRESHOLD Inswing Moderate Climate Sit 32 j ] TmeInswingBasicCompositeAdjustableSill7-I /T Composite / Numinum Sill 5.75' — N ti iv 6.0 5.75" o L o 0 0 L36INSWINGTHRESHOLD Inswing Basic Fxed 5-3/4" Sill 011TSWING THRESHOLD PUBLIC ACCESS THRESHOLD r ° Composite !Aluminum Sill nQ15 (Thermal Break) o 7.5" o L z Dare 5/26/16 N.7 U U u 0 JKIIIDWG. BY: JK 1.79" --i f '-1.97 h— — 2.06" cNN. er: LFS INSWING THRESHOLD v Po DRAWWO NO.: r Inswing BasicFaed7-I/2"Sill 0 8 SWEEP 9 SWEEP 10 SWEEP o FL-20461.6 SHEEP T 0 OF 1 I I1111111// BILL OF MATERIALS BILL OF MATERIALS 0 C/ y N T •nTi i O J: Nn U; a n N'•7 z lnrcip i \•• VI 4 rn or rn P rill N ri11111 O In Z a a a za i Lo 9m0v V o 1 S 4< m a a I o E oZ aw8 o d In o0 w W UJ m w o mV 0 a o a o m m 4 CONCRETE ANCHOR NOTES: ON z zo Ln 1. Concrete anchor locations at the comers maybe adjusted to maintain the min. m edge distance to mortarjoints. o 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors a may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. a° 3. Concrete anchor table: n w i G o i zo DATE: 5126116 sc4L. N.T.S---------------- Dwc. BY: JK m GHK. BY: LFS 3 WOOD SCREW INSTALLATION NOTES: DRAWING NO.: R m 1. Maintain a minimum 5/8"edge distance, I"end distance, & I"o.c. spacing of FL-20461.6 0 wood screws to prevent the splitting of wood. SHEET 1 1 or 1 1 CN REM q DESCRIPTION MATERIAL REM q DESCRIPTION MATERIAL A 1 X BUCK (SG >= 0.42) WOOD 25 8 x 2-1 /2" PFH WOOD SCREW STEEL B 2X BUCK (SG >= 0.42) WOOD 26 8 x 5/8" PFH WOOD SCREW STEEL C 1 /4" MAX. SHIM SPACE 27 LATCH STRIKE PLATE STEEL D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE (STANDARD) STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28A DEADBOLT SUB STRIKE PLATE STEEL 28B DEADBOLT STRIKE PLATE (SECURITY) STEEL G 3/16" X 3-1 /4" ITW CONCRETE SCREW STEEL 29 4" X 4" HINGE STEEL J 1 /4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH & DEADBOLT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP L 10 X 2-1 /2" PFH WOOD SCREW (1.15"MIN. EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP M 3/16" X 2-1 /4" ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP N 3/16" X 2-3/4" ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP 1 JAMB (FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP 6 WEATHERSTRIP (MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP 7 WEATHERSTRIP (LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP 8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP 9 SWEEP (USE w/ MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP 10 SWEEP (USE w/ PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP 15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL (BOOK) 16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL (HYBRID) 17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL(U1) 18 OUTSWING THRESHOLD ALUM/COMP 22 8 x 3/4" PFH WOOD SCREW STEEL 23 10 x 3/4" PFH WOOD SCREW STEEL 24 10 x 1" PFH WOOD SCREW STEEL ANCHOR - ANCHOR M1N. MIN. CLEARANCE MIN. CLEARANCE: TYPE SIZE : EMBEDMENT iO MASONRY i0 ADJACENT ;' EDGE. ANCHOR: :: ITW TAPCON ELCO 4" 4" 4" ULTRACON® I7W ® 3/16" 1.1/4" AS SHOWN 1.1/2" TAPCON Florida Building Code Online Page 1 of 3 4 i 0 G ` BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map j Links Search j Ronda flf Product ApprovalUSER: PubUserr d.:lM+'9 rfila4. Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15332-R4 Application Type Revision Code Version 2017 Application Status Comments Archived ® Product Manufacturer Address/Phone/Email L*10le Authorized Signature Technical Representative Address/Phone/Email , cow Quality Assurance Representative Address/Phone/Email Category Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I..? Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 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 Product Approval Method FL15332 R4 COI FLCOI.pdf Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option D Year 2008 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWI... 1 /27/2018 Florida Building Code Online Page 2 of 3 Date Submitted 08/11/2017 Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name I Description 15332.1 SERIES 420 ALUMINUM SGD I SERIES 420IREINFORCED LUMINUM SGD OXO 145-3/4"x80" NON - Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00500E.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 FLIS332 R4 AE 510807D.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 7120 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 R4 II 08-00498E.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 FLIS332 R4 AE 510805D.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332. 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 145 3/4"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 tI 08-02248C.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 FL15332 R4 AE 512968C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332. 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96" x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-02249C.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 FL15332 R4 AE 512969C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332. 5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-02250C.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 FL15332 R4 AE 512970C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332. 6 I SERIES 420 REINFORCED SSEERI9E6S 420 REINFORCED ALUMINUM SGD OX, XO, XX ALUMINUM GD Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00499E.pdf 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 FL15332 R4 AE 510806D.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332. 7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Installation Instructions FL15332 R4 II 08-00501E.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports littps:// www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqtH8572qvdWI... 1 /27/2018 Florida Building Code Online Page 3 of 3 Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R4 AE 510808D.pdf PRESSURE RATINGS I Created by Independent Third Party: Yes 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON- REINFORCEDREINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00502E.ndf 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 FL15332 R4 AE 510809D.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGD 143"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00503E.pdf 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 FL15332 R4 AE 510810D.pdf PRESSURE RATINGS Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 0 F;Rl w c Cruet Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8S72gvd WI... 1 /27/2018 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH 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 RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4--. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG 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 ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN 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 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048" THICK MINIMUM TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 ELEVATION 3 — 9 INSTALLATION DETAILS REVISIONS DESCRIPTION DATE APPROVED ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 R.L. SIGNED: 0612212017 MI DOOREETRS LLC 1R iL o/// ARDEMA6soWIND0 S GRATZ, PA 17030 0, 6 51SERIES430/440 XIX SGD 143" x 96" REINFORCED NOTES TAT OF OR1O;• DRAWN: DWG N0. REV F.A. 08 SOOE503 E siiS/ONIAi Luis R. Lomas P.E. FL No.: 62514 SCALEtE G\\ NTS DATE 02/23/09 1 OF 9 L. ROBERTO LOAAS P.E. 1432 WOODFORD RD LEWISVILLE. NC 27023 434-688-0609 rllo—LBIrlomaspe.com 6" MAX - 6" MAX L 17" MAX O.C. 9 6 " MAX FRAME HEIGHT 6" MAX 143" MAX FRAME WIDTH SERIES 4301440 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40.OPSF NONE SEE CHARTS # I AND #2 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 48 112" x 95" 2. MAXIMUM D.L.O.: 44 314"x 90 518" 6" MAX HARDWARE SCHEDULE 1) FLAT MOUNTED HANDLE SET (99-04-145) AT 37 3/4" ON CENTER FROM PANEL SO-7OM 1) METALLIC TANDEM ROLLERS (99-17-195) AT EACH END OF PANEL BOTTOM RAILS ALUMINUM 6063-T6 REINFORCEMENT (668) AT ALL PANEL INTERLOCKS ALUMINUM 6063-T5 REINFORCEMENT (4237) INTERLOCK ADAPTOR AT INTERIOR FACE OF OPERABLE PANEL INTERLOCK REVISIONS REV DESCRIPTION A ADDED CHARTS B REVISED PER NEW TESTING C ADDED FLANGE INSTALLATIONS D REVISED INSTALLATION DETAILS CHART #1 E I REVISED INSTALLATION DETAILS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET I Design pressure chart (psl) Frame Single Panel and Total Frame Width (in) Height 30.0 36.0 41.0 47.7 90.00 108.00 126.00 143.00 in) Pos Nag Pos Nag Pas Neg Pos Neg 84.0 40.0 60.0 40.0 57.9 40.0 52.0 40.0 48.0 88.0 40.0 60.0 40.0 54.6 40.0 48.9 40.0 45.0 92.0 40.0 59.6 40.0 51.7 40.0 46.1 40.0 42.3 96.0 40.0 56.6 40.0 49.0 40.0 43.7 40.0 40.0 CHART #2 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEET 1 Design pressure chart (psi) Frame Single Panel and Total Frame Width (in) Height 30.0 36.0 42.0 47.7 90.00 108.00 126.00 143.00 in) Pos Neg Pos Neg Pos Neg Pos Neg 84.0 60.0 60.0 57.9 57.9 52.0 52.0 48.0 48.0 88.0 60.0 60.0 54.6 54.6 48.9 48,9 45.0 45.0 91.0 59.6 59.6 51.7 51.7 46.1 46.1 42.3 42.3 96.0 56.6 56.6 49.0 49.0 43.7 43.7 40.0 r4OO CHART #3 Number of anchor locations required Frame Single Panel and Total Frame Width (in) Height 30.0 36.0 42.0 47.7 in) 90.0 108.0 126.0 143.0 HAS Jamb HAS Jamb HAS JambM,684.0 6 6 7 6 8 6 88.0 7 6 7 6 8 6 92.0 7 6 7 6 8 6 96.0 7 6 7 fi 8 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96' REINFORCED ELEVATIONS DRAWN: DWG NO. F.A. 08-00503 GALE NTS JDATE 02/23/09 1 SHEET 2 OF 9 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllomasLMIrlomaspe.com DATE APPROVED 03/06/12 R.L. 10/15/13 R.L. 12/06/13 R.L. 08/05/15 R.L. 06/22/17 R.L. SIGNED: 0612212017 J\ . • . ?/ /ice fir, •\G E N SF •9J' 251 5 T((A TiirrE OF E i SS HA,tiEt f\ Luis R. Lomas P.E. FL No.: 62514 1/2" MIN. rEDGE DISTANCE 1 3/8" MIN. WOOD FRAMING OR 2X BUCK EMBEDMENT BY OTHERS 1 3/8" MIN. EMBEDMENT I SHIM 10 WOOD SPACE fii MIN. SCREW tl I`91Iii l! EE 13 EDGEE DDISTANCE 10 WOOD SCREW I WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 11 11 II II 11 11 INTERIOR LULL UIJI/ANUI! VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 10 WOOD SCREW BE SET IN F APPROVED MIN. VENT WOOD FRAMING OR 2X BUCK BY OTHERS REVISIONS REV A DESCRIPTION ADDED CHARTS DATE 03/06/12 APPROVED R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. f 1/4" MAX. E I REVISED INSTALLATION DETAILS 06/22/I R.L. SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS DRAWN: DWG NO. F.A. 08-00503 SCALE NTS I DATE 02/23/09 SHEET 3 OF 9 L. ROBERTO LOMAS RE 1432 WOODFORD RD LEWISVILLE, NC 27023 434-686-0609 Alomes@Llomaspe.com SIGNED: 0612212017 R IIL/0% E N 5' •gcP 0,6 51 TAT crtm_ 0f ev E i0/0NAL'G\ Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW M ETAL STRUCTURE BY OTHERS 1/2" MIN. EDGE DISTANCE 1 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4" MAX. SHIM SPACE 1/2" MIN. AS OR EDGE DISTANCE DRILLING R 410 SMS OR SELF DRILLING SCREWS L TO BE SET IN 3ED OF APPROVED LANT METAL STRUCTURE BY OTHERS 1 /4" MAX. SHIM SPACE INTERIOR EXTERIOR REVISIONS REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/05/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS DRAWN: DWG NO. F.A. 08-00503 SCALE NTS DATE 02/23/09 SHEET OF 9 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-668-0609 rllomas@Irlomaspe—m SIGNED: 0612212017 R LLIo XGENS`c'J' TTAATTE OF ; L'4,; 0. REv 'OF °C0RIOP E j SSONAC1 V' Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2" MIN. 1" MIN. SEPARATION EDGE DISTANCE 4 ° 1 1/4" MIN. a a EMBEDMENT 4 I 1/4" MAX. SHIM SPACE INN 3/16" TAPCON EXTERIOR INTERIOR 1 1/4" MIN. EMBEDMENT 1" MIN. EDGE DISTANCE 3" MIN. SEPARATION 3/16" TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS 4 1 1/4" MIN. EMBEDMENT 4 I— 2 7/8" MIN. ,I 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION i /4" MAX. SHIM SPACE v INTERIOR 9a v' • a . • EXTERIOR OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 REVISIONS REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E 1 REVISED INSTALLATION DETAILS 06/22/17 1 R.L. OR AMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS DRAWN: DWG NO. F. A. 08 — 00503 FE NTS I DATE 02/23/09 1 SHEET OF 9 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllomas@trlomaspe—m SIGNED: 0612212017 I IC. CENS qiP 0 51 *' STATE OF0. c zz REV -- Fl6RIOP iFS • G E / 0NA111 E Luis R. Lomas P.E. FL No.: 62514 1 /2" MIN. EDGE DISTANCE OOD FRAMING 1 ET MIN. EMBBED OR 2X BUCK MENT BY OTHERS + I 1/4" JMAX. SHIM SPACE 10 WOOD SCREW EXTERIOR INTERIOR Iq11 I WOOD FRAMING OR 2X BUCK BY OTHERS BE SET IN F APPROVED MIN. v1ENT lir REVISIONS REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. 1 3/8" MIN. F 1 / 4" MAX. E REVISED INSTALLATION DETAILS 06/22/17 R.L. EMBEDMENT SHIM SPACE 1/ 2" MIN. INTERIOR EDGE DISTANCE 0 El 10 WOOD SCREW EXTERIOR WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS LUUL UI]IH)NIL VERTICAL CROSS SECTION SIGNED: 0612212017 WOOD FRAMING OR 2X BUCK INSTALLATION MI WINssoDOWS AND DOORS LLC tR I I I WEST REET JCS 41 GRATZ, PA 17030 ti , •'\GENSF SERIES 430/440 XIX SGD 051 it 143" x 96' REINFORCED i — FLANGE INSTALLATION DETAILS: STATE OF Z NOTES: DRAWN: DWG NO. REV // 'COR10;•\\ iS •' 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, OS E i S 0NALIE\\ NOTSHOWNFORCLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE SOOE503 SCAREOnrENTS02/23/09 6 OF 9 DESIGNED IN ACCORDANCE WITH ASTM E2112 L. ROBERTp LOMAS PE. LUIS R. LOTOS P.E. 1432WOODFORDRDLEWISVILLE, NC 27023 FL No.: 62514 434- 688-0609 rllomasOolrlomaspe.com METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/2" MIN. EDGE DISTANCE 1/4" MAX. SHIM SPACE 10 SMS OR 1/2" SELF DRILLING MIN. SCREW EDGE DISTANCE INTERIOR 10 SMS OR SELF DRILLING SCREWS SILL TO BE SET IN A BED OF APPROVED SEALANT HM METAL BYROTHERS 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 /4" MAX. SHIM SPACE INTERIOR REVISIONS REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. gin EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96' REINFORCED FLANGE INSTALLATION DETAILS DRAWN: DWG NO. F.A. 08-00503 SCALE NTS I DATE 02/23/09 1 SHEET OF 9 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-666-0609 rllomas@Irlomaspe. com SIGNED: 0612212017 OEN, 0,,6¢51 • yc 0, is/oNAL1E\\` Luis R. Lomas P.E. FL No.: 62514 1 1/2" MIN. 1" MIN. CONCRETE SEPARATION r EDGE DISTANCE MASONRY BY OTHERS I n 1 1/4" MIN 4 bd ° EMBEDMENT G. OPTIONAL IX BUCK TO BE PROPERLY 9 1/4" MAX. SECURED SHIM SPACE SEE NOTE 3 SHEET 1 3/16" TAPCON EXTERIOR INTERIOR 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE 1" MIN. EDGE DISTANCE e', .° INTERIOR 1 •° 3" MIN. SEPARATION 3/16" TAPCON 3/16" TAPCON °' SILL TO BE SET IN EXTERIOR A BED OF APPROVED SEALANT OPTIONAL 1 X BUCK CONCRETE/MASONRY TO BE PROPERLY BY OTHERS SECURED SEE NOTE 3 SHEET 1 MASONRY/ CONCRETE BY OTHERS 1 1/4 MIN. EMBEDMENT 4 2 7/8" MIN. 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION REVISIONS REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. J JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96' REINFORCED FLANGE INSTALLATION DETAILS DRAWN: DWG NO. F.A. 08-00503 SCALE NTS I DATE 02/23/09 SHEET -OF 9 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-666-0609 rllo—CiDirlomaspe—m SIGNED: 0612212017 IL/07AY i C,,, fE6 N S'9iP p ; STAT 5OF \ 5,.t•' F E Luis R. Lomas P.E. FL No.: 62514 1 5/8" MIN. EDGE DIST. 1 TRIM ° 1 1 /4" MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS IX BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE PROPERLY SECURED METAL STRUCTURE BY OTHERS 3/16" TAPCON TRIM EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION INTERIOR MASONRY/CONCRETE HOOK STRIP REVISIONS REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. 1/2" MIN. EDGE DISTANCE 10 SELF DRILLING SCREW 1/2" MIN. PANEL EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM 1 3/8" MIN, EMBEDMENT HOOK STRIP 10 WOOD x SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCKIWOOD FRAMING NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96' REINFORCED HOOK INSTALLATION DETAILS DRAWN: DWG NO. F.A. 08-00503 scALE NTS DATE 02/23/09 S"ECT9 OF 9 L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllo—C&Irlomaspe—m SIGNED: 0612212017 JS , 'L10 ENSA; 9p' tk • 61251 STATOF E REv ^i' n 'c<OREIOOPF• E//SS/ DNAMII ;G Luis R. Lomas P.E. I FLNo.: 62514 Florida Building Code Online Page 1 of') 3 BCIS Homer j Log In ; User Registration ; Hot Topics i Submit surcharge Stats & Facts ; Publications ( FBC Staff BCIS Site Map j Links Search w( t!1 Product ApprovalrYI USER: Public User ri'rxti?icxs Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15080-R3 Application Type Revision Code Version 2017 Application Status Pending FBC Approval Comments Archived I Product Manufacturer Windsor Door MFG. LLC Address/Phone/Email 5800 SCOTf HAMILTON DR. LITTLE ROCK, AR 72209 501) 570-9213 DMCMAHAN@ W INDSORDOOR.COM Authorized Signature David McMahan DMCMAHAN@WINDSORDOOR.COM Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed JOHN SCATES the Evaluation Report Florida License PE-51737 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 08/28/2018 Validated By Kurt Dietrich PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL15080 R3 COI Cert of Ind Scates 2017 s.pdf Standard Year DASMA 108 2012 DASMA 115 2012 Method 1 Option D littps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZylPt... 1 /27/2018 Florida Building Code Online Page 2 of 3 Date Submitted Date Validated Date Pending FBC Approval of Products FL # Model, Number or Name 15080.1 1 RESIDENTIAL PAN DOORS 12/07/2017 12/07/2017 12/09/2017 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +22.9/-26.4 Other: +22.9/-26.4 LISTED IS FOR THE 9' 0" X 7' 0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS Description MODELS 724, 426, 735, 750, 755 Installation Instructions FL15080 R3 II 99A061-revF JambAttach s.pdf FL15080 R3 II 99AO75 LockInstall s.pdf FL15080 R3 II 99B079-revB s.pdf Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports FL15080 R3 AE Eval Report ResPan r2 s.pdf Created by Independent Third Party: Yes 15080.2 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15080 R3 II 99A061-revF JambAttach s.odF Approved for use outside HVHZ: Yes FL15080 R3 II 99AO75 LockInstall s.pdf Impact Resistant: No FL15080 R3 II 99B080-revC s.pdf Design Pressure: +22.9/-26.4 Verified By: JOHN E. SCATES, PE FL 51737 Other: +22.9/-26.4 LISTED IS FOR THE 9' 0" X 7' 0" Created by Independent Third Party: Yes OTHER SIZES AND PRESSURES ARE LISTED ON THE Evaluation Reports DRAWINGS FLIS080 R3 AE Eva[ Report ResPan r2 s.pdf Created by Independent Third Party: Yes 15080.3 1 RESIDENTIAL PAN DOORS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +27/-31.2 Other: +27.0/-31.2 LISTED IS FOR THE 9' 0" X 7' 0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS MODELS 724, 426, 735, 750, 755 Installation Instructions FL15080 R3 II 99A061-revF JambAttach s.pdf FL15080 R3 II 99AO75 LockInstall s.pdf FL15080 R3 II 99B081-revC s.pdf Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports FL15080 R3 AE Eval Report ResPan r2 s.pdf Created by Independent Third Party: Yes 15080.4 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15080 R3 II 99A061-revF JambAttach s.pdf Approved for use outside HVHZ: Yes FL15080 R3 II 99AO75 LockInstall s.pdf Impact Resistant: No FL15080 R3 II 99B082-revC s.pdf Design Pressure: +31.2/-35.8 Verified By: JOHN E. SCATES, PE FL 51737 Other: +31.2/-35.8 LISTED IS FOR THE 9' 0" X 7' 0" Created by Independent Third Party: Yes OTHER SIZES AND PRESSURES ARE LISTED ON THE Evaluation Reports DRAWINGS FL15080 R3 AE Eval Report ResPan r2 s.pdf Created by Independent Third Party: Yes 15080.5 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15080 R3 II 99A061-revF JambAttach s.pdf Approved for use outside HVHZ: Yes FL15080 R3 II 99AO75 LockInstall s.pdf Impact Resistant: No FL15080 R3 II 99B083-revC s.pdf Design Pressure: +42.6/-48.9 Verified By: JOHN E. SCATES, PE FL 51737 Other: +42.6/-48.9 LISTED IS FOR THE 9' 0" X 7' 0" Created by Independent Third Party: Yes OTHER SIZES AND PRESSURES ARE LISTED ON THE Evaluation Reports DRAWINGS FL15080 R3 AE Eval Report ResPan r2 s pdf Created by Independent Third Party: Yes 15080.6 1 RESIDENTIAL PAN DOORS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +42.6/-48.9 Other: +42.6/-48.9 LISTED IS FOR THE 9' 0" X 7' 0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS 15080.7 1 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Installation Instructions FL15080 R3 II 99A061-revF JambAttach s.pdf FL15080 R3 II 99AO75 LockInstall s.pdf FL15080 R3 II 99B084-revB s.pdf Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports FL15080 R3 AE Eval Report ResPan r2 s pdf Created by Independent Third Party: Yes MODELS 724, 426, 735, 750, 755 https://www.floridabuildIng.org/pr/pr_app_dtl.aspx?paraln=wGEVXQwtDquS73Fr2ZyiPt... 1/27/2018 Florida Building Code Online Page 3 of 3 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.5/-28.5 Other: +25.5/-28.5 LISTED IS FOR THE 20' 0" WIDE UP TO 12' 3" TALL OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS Installation Instructions FL15080 R3 II 99AO61-revF JambAttach s.pdf FLIS080 R3 II 99AO75 Locktnstall s.pdf FL15080 R3 II 99B095-revA s.pdf Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports FL15080 R3 AE Eval Report ResPan r2 s.pdf Created by Independent Third Party: Yes 115080.8 1 RESIDENTIAL PAN DOORS I MODELS 724, 426, 735, 750, 755 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15080 R3 II 99A061-revF JambAttach s.pdf Approved for use outside HVHZ: Yes FL15080 R3 II 99AO75 Locktnstall s.pdf Impact Resistant: Yes FL15080 R3 II 99B096-revA s.pdf Design Pressure: +37.8/-42.9 Verified By: JOHN E. SCATES, PE FL 51737 Other: +37.8/-42.9 LISTED IS FOR THE 8' 0" X 7' 0" Created by Independent Third Party: Yes OTHER SIZES AND PRESSURES ARE LISTED ON THE Evaluation Reports DRAWINGS WINDOWS ARE NOT AVAILABLE FOR FL15080 R3 AE Eval Report ResPan r2 s.pdf WINDBORNE DEBRIS APPLICATIONS. Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approvyal Accepts: ov eCte[ a Credit• Safe SCCl1I1C titEiitM_' https:HNvww.floridabuildiiig.orc,/pr/pr app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPt... 1/27/2018 2" GALV. STEEL HORIZONTAL TRACK. 16 GAGE OR 13 GAGE BASED ON THE WEIGHT OF THE DOOR. USE EXTRAc1/4" X 3/4" 1/4" X 1/2" LONG HEX HEAD SELF CARRIAGE BOLT & NUT DRILLING SCREW 3/4" X 1-1/2" X 13 GAGE MIN. GALV. STEEL HORIZONTAL ANGLE. 13 GAGE GALV. STEEL TRACK SPLICE 2MEITAL (( )) "3ScSCS SHEETL'1rVtl OR FLAG BRACKET. FASTEN TO WOOD JAMBS WITH 5/16" X 1-1/2" LAG SCREWS. DETAIL D 2" GALV. STEEL VERTICAL TRACK BOLTED TO TRACK BRACKETS WITH 1/ 4"-20 X 5/8" TRACK BOLTS, 18GA. ( 9 X 7). 16GA. (9 X 8). OPENING HEIGHT II 63" (19 X 8) NOT OVER DOOR HEIGHT) 2 BRACKETS EACH SIDE) COMMERCIAL ( 9 X 7) a2" ( 9 X 7) 1/2" POLYSTYRENE 7" ( 9 X 8) 3 BRACKETS EACH SIDE) INSULATION STANDARD COMMERCIAL ( 9 X 8) FOR MODEL 735 5' 201 GAGE END STILES - FASTENED WITH TOG- L-LOCS TO PANEL. USE END CAP 21" OR 24" OVERENDSTILESON9X8. SEE DETAIL C. HIGH PANEL STOP MOULDING NAILED EVERY 12' CALV. AND PREPAINTED STEEL 6- D TYPE NAIL MIN. 25 GAGE ALL MODELS EXCEPT 24 GAGE I MODEL 750. 755 2 4 LAG SCREW - 5/15" X 1-1/2" I S ECTIO N B — B 20 GAGE GALV. STEEL CENTER STILE TOG- L-LOC OR POP RIVETED TO PANEL. 1 OGA. COMMERCIAL GALV. STEEL TRACK BRACKETS. SEE ABOVE 18 GAGE GALV. STEEL CENTER HINGE RESIDENTIAL SECTION A - F FOR SPACING. FASTEN TO WOOD JAMBS WITH 5/16" X 1-1/2" FASTENED WITH (4) 1/4" X 3/4" LAG SCREWS, PREPARATION OF JAMBS BY OTHERS. HEX HEAD SHEET METAL SCREWS. P. S.F. FABLE DOOR SIZE DESIGN PRESSURE TEST PRESSURE WIDTH HEIGHT POSITIVE NECALNE POSIDVE NEGATIVE 9'- 0" 7' D" 22.9 26.4 34.4-39.5 9'- 0" 8'-0" 19.2 22.2 28.8 33.3 NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/ 4.-20 X 5/8" HEX BOLTS & NUTS OR 1/ 4" X 3/4" LONG HEX HEAD SHEET METAL SCREWS. Digitally signed by John E. Scates, P.E. Date: 2015.04.14 19:19:23-05'00' Jonn t caTes rt 3121 FAIRGATE DR. Carrollton T% 75007 TX - PE 5 308-F-2203 DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES FL-PE-51737 LISTED IN THE TABLE ABOVE VIA TESTING TO ANSI/DASMA 108-05. 972 492-9500 Proless Tonal Engineer's seal DETERMINATION OF SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIBILITY OF OTHERS. Prov,dea only for eritication of rindloadcstructlondetails. 16 GAGE GALV. STEEL TOP BRACKET WITH 14 GAGE ROLLER HOLDER SEE DETAIL D) 2" ROLLER WITH 7/16" DIA. STEM. f TIRE: NYLON OR 7 BALL STEEL. (9 X 7). 2" ROLLER WITH 7/16" DIA. STEM, `B TIRE: 7 BALL STEEL. (9 X B). OPTIONAL LDCK— NOTE: DOOR MUST BE INSTALLED WITH EITHER AN ELECTRIC OPERATOR OR A LOCK MUST ENGAGE BOTH 3 STRUTS J TRACKS ON OORS WITH EXTENSION SPRINGS). 3" 20GA SEE DETAIL A) GALV. STEEL END HINGE COMMERCIAL ATTACHED WITH 5 FASTENERS. 14 CAGE. (SEE DETAIL C), 1. 25" GALVANIZED STEEL STRUT. ATTACHED WITH 1/4" X 3/4" LONG HEX HEAD SELF DRILLING SCREWS. 3" 2 PER VERTICAL STILE) LONG PANEL, 0 I 1'7EMBOSSESrmffironn_ 9. SINGLE CAR) CENTER STILES HINGES 4(" llX 16" AIRVENTS(1JDCOLUMN) INCHRMIIN. TOO OPEN AREA), OPTIONAL. THIS STRUT ON HINGE LEAF. (SEE DETAIL C) OTHER STRUTS IN MIDDLE OF TOP & BOTTOM SECTIONS. 2.75" I-- -- USE ONEDRILLING TOP LEAF END STILE EXTRA SELF SCREW THROUGH OF HINGE. RAIt. DETAIL A20 GAGE END STILES 3' 200A WIDE STRUT 1-3/8" POLYSTYRENE INSULATION O OPTIONAL FOR MOD. 724, 730 750, 755, 426. 4 0 Oe O 13 GAGE GALV. STEEL BOTTOM BRACKET p ATTACHED WITH 2 FASTENERS BOTTOM SCREW CAN BE ABOVE OR L BELOW ROLLER. 20 GAGE ENDCAP USED ONL.H. 9 X 8 DOOR ONLY (] N07E: GLAZING DOES NOT SATI5FY IMPACT DETAIL C " X 7 DEBRIS REQUIREMENTS IN FBC 9 X 8 0\1111 I111// z 9CgT / FS /z O?.cerrep•,iNo.51737 , 7 4\ STATE OF .' btu` ipOc • LOR\O? v? SIONA% a\ B 12/ 15/ 11 A 2866 3/ 10/08 2848 11/1/ 07 REV. E.C. N. DATE: P.O. BOX 8915 WINDSO R DOOR 72219 915 AR 501) 562- 1872 MODELS: 724, 426, 730, 735, 750, 755 PART NAME: WINDLOAD RESIDENTIAL W1 B PAN DOOR RLB TOLERANCE FRAC. f 1/ 64" DEC. t .015 AND. t 1• RLB NEXT LEVEL PLOT SCALE DATE: 11 1 07 DRN. BY DWG. 99-B- 079 N0. RLB APPROV. SCALE SHT 1 OF 3 NONE 8' 13 GAGE STEEL TRACK SPLICE OR FLAG BRACKET, FASTEN TO WOOD JAMB WITH 5/16' X 1-1/2" LAG SCREWS 2" CALV, STEEL VERTICAL TRACK 16GA BOLTED TO N4 TRACK BRACKETS WITH 1/4"-20 X 5/8" TRACK BOLTS OPENINGHEIGHT M4 NOT OVER D OR HEIGHT) 3 3/4' X 1-1/2" X 13 GAGE MIN. 1/4' X 1/2' LONG GALV. STEEL HORIZONTAL ANGLE. CARRIAGE BOLT x NUT USE EXTRA 1/4" X 3/4' HEX HEAD SELF DRILLING SCREW SCREW SHEE?2F.1 E1YAL" SCRCWSI GALV. STEEL HORIZONTAL CK 16 GAGE OR 13 GAGE iED ON THE WEIGHT THE DOOR. DETAIL D 63'. (16 X 7) 74" (16 X 8) 42" (16 X 7) 50" (16 X 8) 21" (16 X 7) III BRACKETS EACH SIDE 24" (16 X 8) 93 S 20 GAGE END STILES — FASTENED WITH TOC—L—LOGS TO PANEL. USE END CAP OVER NO STILES. ( SEE DETAIL C) STOP MOULDING NAILED EVERY 9" 6—D TYPE NAIL IN. I I SECTION B-B 1OGA. COMMERCIAL GALV. STEEL TRACK BRACKETS. SEE A90VE FOR SPACING. FASTEN TO WOOD JAMBS WITH 5/16" X 1-1/2 LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. P.S.F. TABLE DOOR SIZE DESIGN PRESSURE TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POS111VE NEGATIVE 16'-0" 7'-0"+18.7 20.8 28.1 31.2 16'-0" 8'-0"+18.7 2D.8 16 GAGE GALV. STEEL 5 STRUTS TOP BRACKET WITH 14 3" 2DG4 WIDE (16 XGAGEROLLERHOLDER3" 1BOA WIDE (16 X SEE DETAIL D. SEE DETAIL A) STREET JUST BELOW rFTOPBRACKET. 2' ROLLER WITH 7/16" DIA. STEM. TIRE: STEEL 16 X B) 10 BALL LONGTSTEMM OPTIONAL LOCK STRUT ON UPPER PART OF SECTION OVER HINCE LEAF. (SEE DETAIL B). 2" _ GALV. STEEL (14 GAGE) COMMERCIAL END HINGE ATTACHED WITH 5 FASTENERS. GALVANIZED STEEL STRUT ATTACHED WITH 1/4" X 3/4" LONG HEX HEAD SELF DRILLING SCREW 2 PER VERTICAL STILE) U POLYSTYRENE INSULATION STRUT ON UPPER PART OF STANDARD FOR SECTION OVER HINGE MODEL 735. LEAF. (SEE DETAIL B). TZ—STRUT 3/8' POLYSTYRENE 1OR 24" HIGHINSULATION OPTIONAL PANEL GALV. AND 750, 755,R MOD. 426. 730, PREPAINTED STEEL 25 GAGE ALL ON BOTTOM BRACKET MODELS EXCEPT 24 GAGE MODEL 75D, 755 1 13 GAGE GALV. STEEL BOTTOM BRACKET ATTACHED WITH 2 LAG SCREW 5/16" X 1-1/2" FASTENERS. CAN BE OE SECTION A —A OR BELOW ROLLER. 20 GAGE GALV. STEEL CENTER STILE TOG—L—LOC OR POP RIVETED TO PANEL. 18 GAGE GALV. STEEL CENTER HINGE RESIDENTIAL FASTENED WITH (4) 1/4" X 3/4' HEX HEAD SHEET METAL SCREWS. NOTE: ALL NON —DESCRIPTIVE FASTENERS SHOWN TO BE 1/4"-20 X 5/8' HEX BOLTS k NUTS OR 1/4" X 3/4" LONG HEX HEAD SHEET METAL SCREWS. DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES In—rc o va—r—mac LISTED IN THE TABLE ABOVE VIA TESTING TO ANSI/DASMA 108-05, FL12f 51737492-9500 DETERMINATION OF SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIBILITY OF OTHERS. professi I Engin Ver,s seolprovidesonlnforenlicotion ofwindloodcostructiondetails. No. 51737 0 1r STATE OF 4 {y ip,c • FLORI P",'r 0 SG I0NAI\ N CONSTRUCTION STRUTS OPTIONAL SSE GLASS LIGHTS Iu ID .ICI B ICI ICI ICI 7' OR 6' B A 16'(DOUBLE CAR) 4" X IS" AIR VENTS OPTIONAL 4) REO'D. (12D SO. LONG PANEL NTERSZT INCCH MIN, TOTAL OPEN EMBOSSES AREA). OPTIONAL. CENTER "NOES ((3 COLUMN ) USE ONE EXTRA SELF DRILUNG SCREW THROUGH TOP LEAF OF HINGE, END STILE k RAIL. TYPICAL FOR EACH ui 2.75" —1 DETAIL A 3" 20GA WIDE STRUT (16 X 7) 3" 15GA WIDE STRUT 16 X 5 20 CAGE rSTILES, END E P DETAIL C L.H. NOTE: DOOR MUST BE INSTALLED 7 WITH EITHER AN ELECTRIC OPERATORORA16X7DETAILBTTRACKSOCKON (DOORS WITHMUST GEXTBENSION SPRINGS). NOTE: GLAZING DOES NOT SATISFY IMPACT 1 > \ / DEBRIS REQUIREMENTS IN FBC X sl P.O. BOX OX95915 2191AR WINDSOR DOOR 7R85w(501) 562-1872 MODELS: 724, 426, 730, 735, 750, 755 PART NAME: WINDLOAD RESIDENTIAL PAN DOOR W1 B 12/15/ 11 RLB TOLERANCE FRAC. 3 1/64' DEC. d:. 015 ANG. t 1. 2866 3/ 10/OB RLB NEXT LEVEL PLOT SCALE DATE: 11 1 07 DRN. BY BH DWG. NO. 99—B- 079 2848 11/1/07 RLB E.C. N. DATE: APPROV. SCALE NONE SHT 2 OF 3 13 GAGE STEEL TRACK SPLICE OR FLAG BRACKET, FASTEN TO WOOD JAMB WITH S/16" X 1-1/2" LAG SCREWS 2" GALV. STEEL VERTICAL TRACK 16GABOLTED TO TRACK BRACKETS WITH 1/4"-20 X 5/8" TRACK BOL OPENINGHEIGHT NT OVERODORHEIGHT) nrrnn r 3/4" X 1-1/2" ( 3) 1/4' GRRIACE BOLTS X 13 GAGE MIN. GALV. STEEL HORIZONTAL ANGLE. tHEADSELF1/4" X 3/4- SHEET METAL SCREWS 2" GALV. STEEL HORIZONTAL TRACK 16 GAGE OR 13 GAGE DETAIL D BASED ON THE WEIGHT OF THE DOOR. 1 .25" FI 63" (18 X 7)) 74" (18 X 8) 3 SEE DETAIL "E" DETAIL A 42- (18 X 7) 3" 180A WIDE STRUT 4 BRACKETS EACH SIDE 20 GAGE END STILES - FASTENED WITH TOG-L-LOCS TO PANEL. USE END CAP OVER END STILES. ( SEE DETAIL STOP MOULDING NAILED EVERY 9' 6-0 TYPE NAIL MIN. i SECTION B-B 13 GAGE GALV. STEEL WINDLOAD TRACK BRACKETS. SEE Al FOR SPACING. FASTEN TO WOOD JAMBS WITH 5/16" X i- LAG SCREWS & WASHERS. PREPARATION OF JAMBS BY Oil SEE DETAIL "E". P.S.F. TABLE DOOR SIZE DESIGN PRESSURE TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 18'-0" 7'-0" 18.7 20.8 28.1 31 .2 18'-0" 8'-O" 18.7 20.8 28.1 31 .2 2 1/2" POLYSTYRENE INSULATION STANDARD FOR MODEL 735. 6 STRUTS ALTERNATE CONSTRUCTION 13 GAGE GALV. STEEL TOP BRACKET 3" 1SGA WIG USING (2) STRUTS WITH 10 GAGE ROLLER HOLDER. NOTE THAT ROLLER MOLDER SEE DETAIL A OPTIONAL SSB CURL IS TURNED DOWN, GLASS LIGHTS SEE DETAIL D. 7' OR 8' STRUT JUST BELOW TOP BRACKET. 2" HURRICANE ROLLER WITH B B 7/16' DIA. LONG STEM. TIRE: STEEL 10 BALL OPTIONAL LOCK STRUT ON UPPER PART OF SECTION OVER HINGE LEAF. (SEE DETAIL B). GALV. STEEL (14 GAGE) COMMERCIAL END HINGE ATTACHED WITH 6 FASTENERS. SEE DETAIL B 4(q") X 16" AIR(VENTS OF INCHRMIIN. TOTAL OPEEN AREA). OPTIONAL. — DETAIL GALVANIZED STEEL STRUT ATTACHED 2' WITH 1/4' X 3/4" LONG HEX HEAD SELF DRILLING SCREW 2 PER VERTICAL STILE) 1-3/8" POLYSTYRENE 21" OR 24" INSULATION OPTIONAL HIGH, PANEL FOR MOD. 724, 730, GALV. AND 750, 755, 426. PREPAINTED STEEL 25 GAGE ALL STRUT IN MIDDLE OF MODELS EXCEPT BOTTOM SECTION. 24 GAGE MODEL 750. 755, 13 GAGE GALV. STEEL BOTTOM BRACKET ATTACHED WITH 3 FASTENERS. BOTTOM SCREW CAN BE ABOVE OR BELOW ROLLER, Cr7/`TlnNI A 20 GAGE GALV. STEEL CENTER STILE TOG-L-LOC OR POP RIVETED TO PANEL. 18 GAGE GALV. STEEL CENTER HINGE RESIDENTIAL FASTENED WITH (4) 1/4" X 3/4" HEX HEAD SHEET METAL SCREWS. NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/4.-20 X 5/8" HEX BOLTS & NUTS OR 1/4 X 3/4" LONG HEX HEAD SHEET METAL SCREWS. DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES I X-Ht Dti3V8-t -11U3 LISTED IN THE TABLE ABOVE VIA TESTING TO ANSI/DASMA 108-05. FL—PE-51737 972 492-9500 DETERMINATION OF SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIBILITY OF OTHERS. Protessionol Engin eer's seal onlymy for enth lion w ndlood construction details. OF V- A 18,(DOU BILE CAR) USE TWO EXTRA SELF DRILLING SCREWS THROUGH HINGE LEAF, END STILE & RAIL AS SHOWN. TYPICAL EACH END HINGE, 00 O / RAILS O DETAIL B L.H. NOTE: GLAZING DOES NOT SATISFY IMPACT DEBRIS REQUIREMENTS IN FBC OPTIONAL LONG PANEL EMBOSSES CENTER STILES (7 COLUMNS) CENTER HINGES (3 COLUMNS) 20 GAGE END STILES 16 GAGE END CAP e Oe n rTnn r NOTE: DOOR MUST BE INSTALLED WITH EITHER AN ELECTRIC OPERATOR OR A LOCK MUST ENGAGE BOTH TRACKS ON DOORS WITH EXTENSION SPRINGS). 18' X 7' 18' X 8' WWINDSOR DOOR P.O. BOX 8915 72219 8915 AR 5D1) 562-1872 J"\\\,\ s. sc.4). /" p,. pENE'•.t4 / No.51737 jr= 4 , STATE OP , [y p •`C;t'0 MODELS: 724, 426, 730, 735, 750, 755 PART NAME: WINDLOAD RESIDENTIAL PAN DOOR Wi B A TOLERANCE 2866 3Z 110%8 RLB FRAC.t1/64" 15DN NEXT LEVEL DATE: 7 99 DWG.NO. 2848 11/1/07 RLB REV. E.C.N. DATE: APPROV. SCALE NONE PLOT SCALE IR' 11/1 BY BH SHT 3 OF 3 Florida Building Code Online Page 1 of 3 ryaa,Y`i `tea}-y 4 BCIS Home Log In 1. User Registration Hot Topics Submit Surcharge ` Stats & Facts i Publications FBC Staff BCIS Site Map Links Search fir;p 1 Product Approval USER, Public UseraDpr,eryavcd s'i++ Product Approval Menu > Product or Application Search > Application List > Application Detail a 1 FL # FL15080-RI 50, Application Type Revision Code Version 2014 Application Status Approved Comments Archived ` Product Manufacturer Windsor Door MFG. LLC Address/Phone/Email 5800 SCOTT HAMILTON DR. LITTLE ROCK, AR 72209 501) 570-9213 DMCMAHAN@WINDSORDOOR.COM Authorized Signature David McMahan DMCMAHAN@WINDSORDOOR.COM Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed JOHN SCATES the Evaluation Report Florida License PE-51737 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 08/28/2018 Validated By Kurt Dietrich PE e!I Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL15080 R1 COI Cert of Ind Scates 2015 s.odf Standard Year ANSI/DASMA115 2005 DASMA108 2005 Method 1 Option D https://www.flot-idabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS7')Fr2ZyIPt... 1 /27/2018 Florida Building Code Online Page 2 of 3 Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products FL # Model, Number or Name 15080.1 RESIDENTIAL PAN DOORS 04/24/2015 04/27/2015 05/12/2015 06/23/2015 11/28/2017 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +22.9/-26.4 Other: +22.9/-26.4 LISTED IS FOR THE 9' 0" X 7' 0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS 15080.2 I RESIDENTIAL PAN DOORS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +22.9/-26.4 Other: +22.9/-26.4 LISTED IS FOR THE 9' 0" X 7' 0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS Description MODELS 724, 426, 735, 750, 755 Installation Instructions FL15080 R1 II 99A061-revF JambAttach s.pdf FL15080 R1 II 99AO75 LockInstall s.pdf FL15080 R1 II 99B079-revB s.pdf Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports FL15080 R1 AE Eval Report ResPan r1a s.pdf Created by Independent Third Party: Yes MODELS 724, 426, 735, 7S0, 755 Installation Instructions FLlS080 R1 II 99A061-revF JambAttach s.pdf FLIS080 R1 II 99AO75 LockInstall s.odf FL15080 R1 II 99B080-revC s.pdf Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports FL15080 R1 AE Eval Report ResPan rla s.pdf Created by Independent Third Party: Yes 15080.3 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS080 R1 II 99A061-revF JambAttach s.odf Approved for use outside HVHZ: Yes FL15080 R1 II 99AO75 LockInstall s.pdf Impact Resistant: No FL15080 R1 II 99B081-revC s.pdf Design Pressure: +27/-31.2 Verified By: JOHN E. SCATES, PE FL 51737 Other: +27.0/-31.2 LISTED IS FOR THE 9' 0" X 7' 0" Created by Independent Third Party: Yes OTHER SIZES AND PRESSURES ARE LISTED ON THE Evaluation Reports DRAWINGS FL15080 R1 AE Eval Report ResPan r1a s.pdf Created by Independent Third Party: Yes 15080.4 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15080 R1 II 99A061-revF JambAttach s.pdf Approved for use outside HVHZ: Yes FL15080 R1 II 99AO75 Locklnstall s.pdf Impact Resistant: No FL15080 R1 II 996082-revC s.pdf Design Pressure: +31.2/-35.8 Verified By: JOHN E. SCATES, PE FL 51737 Other: +31.2/-35.8 LISTED IS FOR THE 9' 0" X 7' 0" Created by Independent Third Party: Yes OTHER SIZES AND PRESSURES ARE LISTED ON THE Evaluation Reports DRAWINGS FL15080 R1 AE Eval Report ResPan r1a s.odf Created by Independent Third Party: Yes 15080.5 1 RESIDENTIAL PAN DOORS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +42.6/-48.9 Other: +42.6/-48.9 LISTED IS FOR THE 9' 0" X 7' 0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS MODELS 724, 426, 735, 750, 755 Installation Instructions FL15080 R1 I1 99A061_revF JambAttach s.pdf FL15080 R1 II 99A075 Locklnstall s.pdf FL15080 R1 II 996083-revC s.pdf Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports FL15080 R1 AE Eval Report ResPan r1a s.pdf Created by Independent Third Party: Yes 15080.6 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15080 R1 II 99A061-revF JamMttach s.pdf Approved for use outside HVHZ: Yes FL15080 R1 II 99AO75 LockInstall s.odf Impact Resistant: No FL15080 R1 II 99B084-revB s.pdf Design Pressure: +42.6/-48.9 Verified By: JOHN E. SCATES, PE FL 51737 Other: +42.6/-48.9 LISTED IS FOR THE 9' 0" X 7' 0" Created by Independent Third Party: Yes OTHER SIZES AND PRESSURES ARE LISTED ON THE Evaluation Reports DRAWINGS FL15080 R1 AE Eval Report ResPan r1a s pdf Created by Independent Third Party: Yes https://,,vww.floridabu11ding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPt... 1 /27/2018 Florida Building Code Online Page 3 of 3 15080.7 1 RESIDENTIAL PAN DOORS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.5/-28.5 Other: +25.5/-28.5 LISTED IS FOR THE 20' 0" WIDE UP TO 12' 3" TALL OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS 1S080.8 I RESIDENTIAL PAN DOORS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +37.8/-42.9 Other: +37.8/-42.9 LISTED IS FOR THE 8' 0" X 7' 0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS WINDOWS ARE NOT AVAILABLE FOR WINDBORNE DEBRIS APPLICATIONS. MODELS 724, 426, 735, 750, 755 Installation Instructions f_Ll 59aCL R1 11 99A061_revF JambAttach s.pdf FL15080 R1 II 99AO75 Locklnstall s.pdf FL15080 R1 II 99B095-revA s.pdf Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports FL15080 R1 AE Eval Report ResPan rla s.pdf Created by Independent Third Party: Yes MODELS 724, 426, 735, 750, 755 Installation Instructions FL15080 R1 II 99A061-revF JambAttach s.pdf FL15080 R1 II 99A075 LockInstall s.pdf FL15080 R1 II 99B096-revA s.pdf Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports FL15080 R1 AE Eval Report ResPan rla s pdf Created by Independent Third Party: Yes Back Ne:t Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 1. 13 Credit Card Safe https://www.flor1dabu11d1ng.org/pr/pr_app_dt1.aspx?param=wGEVXQwtDquS73Fr2Zy1Pt... 1/27/2018 2" GALV. STEEL HORIZONTAL TRACK. 16 GAGE OR 13 GAGE BASED ON THE WEIGHT OF THE DOOR. USE EXTRA 1/4" X 3/4" 1/4" X 1/2" LONG HEX HEAD SELF CARRIAGE BOLT & NUT DRILLING SCREW 3/4" X 1-1/2" X 13 GAGE MIN. GALV. STEEL HORIZONTAL ANGLE. 13 GAGE GALV. STEEL TRACK SPLICE TT SHEEf2A ElYAL"SCR3EWSP OR FLAG BRACKET. FASTEN TO WOOD JAMBS WITH 5/16" X 1-1/2" LAG SCREWS. DETAIL D 2" GALV. STEEL VERTICAL TRACK BOLTED TO TRACK BRACKETS WITH 1/4"-20 X 5/8" TRACK BOLTS. 18GA. (9 X 7), 16GA. (9 X 8). OPENING HEIGHT 63" (9 X 8) NOT OVER DOOR HEIGHT) 2 BRACKETS EACH SIDE) COMMERCIAL (9 X 7) 42" (9 X 7) 1/2" POLYSTYRENE 37" (9 X 8) (3 BRACKETS EACH SIDE) INSULATION STANDARD COMMERCIAL (9 X 8) FOR MODEL 735 TL 5" 16 GAGE GALV. STEEL TOP BRACKET WITH 14 GAGE ROLLER HOLDER SEE DETAIL D) 2" ROLLER WITH 7/16" DIA, STEM. TIRE: NYLON OR 7 BALL STEEL. (9 X 7). 2" ROLLER WITH 7/16" DLA. STEM. TIRE: 7 BALL STEEL. (9 X 8). OPTIONAL LDCK--/ NOTE: DOOR MUST BE INSTALLED WITH EITHER AN ELECTRIC OPERATOR OR A LDCK MUST ENGAGE BOTH 3 STRUTS J TRACKS ON DOORS WITH EXTENSION SPRINGS). 3" 2DGA SEE DETAIL A) GALV. STEEL END HINGE COMMERCIAL ATTACHED WITH 5 FASTENERS. 14 GAGE. (SEE DETAIL C). GALVANIZED STEEL STRUT. ATTACHED WITH 1/4" X 3/4" LONG HEX HEAD SELF DRILLING SCREWS. 2 PER VERTICAL STILE) THIS STRUT ON HINGE LEAF. (SEE DETAIL C) OTHER STRUTS IN MIDDLE OF TOP & BOTTOM SECTIONS, 1-3/8" POLYSTYRENE INSULATION OPTIONAL FOR MOD, 724, 730 2D GAGE END STILES - FASTENED WITH 750, 755, 426. TOC-L-LOCS TO PANEL. USE END CAP 21" OR 24" OVER END STILES ON 9 X 8. SEE DETAIL C. HIGH PANEL STOP MOULDING NAILED EVERY 12' 6-D TYPE NAIL MIN. CALV. AND PREPAINTED STEEL 25 GAGE ALL MODELS EXCEPT 24 GAGE MODEL 750. 755 2 LAG SCREW - 5/16" % 1-1/2' SECTION B — B 20 GAGE GALV. STEEL CENTER STILE fl" TOG-L-LOC OR POP RIVETED TO PANEL. 1 DGA, COMMERCIAL GALV, STEEL TRACK BRACKETS. SEE ABOVE 1B CAGE GALV. STEEL CENTER HINGE RESIDENTIAL SECTION A —F FOR SPACING. FASTEN TO WOOD JAMBS WITH 5/16" X 1-1/2" FASTENED WITH (4) 1/4" X 3/4" LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. HEX HEAD SHEET METAL SCREWS. P.S.F. TABLE DOOR S12E DESIGN PRESSURE TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 9'-0" 7'-O" 22.9 26.4 34.4 39.6 9'-0" 8'-0" 19.2 22.2 28.8 33.3 NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/4-20 X 5/8" HEX BOLTS & NUTS OR 1/4" X 3/4" LONG HEX HEAD SHEET METAL SCREWS. Digitally signed by John E. Scates, P.E. Date: 2015.04.14 19:19:23-05'00' DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES FL-PE-517-VLISTEDINTHETABLEABOVEVIATESTINGTOANSI/DASMA 10B-O5. 972 492-500 Professional Englneer's seol DETERMINATION OF SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIBILITY OF OTHERS. provided onlyn for verification ofwndloodcostructlondelo0s. 13 GAGE GALV. STEEL BOTTOM BRACKET ATTACHED WITH 2 FASTENERS BOTTOM SCREW CAN BE ABOVE OR BELOW ROLLER. 0\I I9C1Igp /i/// gyp?"AceHaF•FS No.51737 o 4 r•, STATE OF . 41 pq FLOR P'p SS DNA%-0a\ A ALI LKNAlt I. NI JKUUll VN USING (2) STRUTS OPTIONAL LONG PANEL EMBOSSES B B 7' OR B' I r 1.25" Ti 2.75" —I DETAIL A 3" 200A WIDE STRUT 9. SINGLE CAR) CENTER STILES AND HINGES X IS" AIR VENTS (1 COLUMN) REO'D. 60 SO. H MIN. TO AL OPEN USE ONE EXTRA SELF DRILLING SCREW THROUGH TOP LEAF OF HINGE. END STILE & RAIL. 20 GAGE END STILES OO 0e L20 CAGEENDCAP USED ON 9 X 8 DOOR ONLY NOTE: GLAZING DOES NOT SATISFY IMPACT DEBRIS REQUIREMENTS IN FBC DETAIL C 9 X % 9 X 8 wWINDSOR DOOR P.O, BOX 8915 LITTLE ROCK, 72219 8915 AR 501) 562-1872 MODELS: 724, 426, 730, 735, 750, 755 PART NAME: WINDLOAD RESIDENTIAL PAN DOOR W1 B 12/15/11 RLB TOLERANCE 2866 3/10/08 RLB FRAC.f 1/64' DEc. t .ots ING t 1' NEXT LEVEL DATE: 11 1 07 DWG. N0, 99-B-079284811/1/07 RLB E.C.N. DATE: AP PROV. SCALE NONE PLOT SCALE DRN. BY BH S HT 1 0 F 3 13 GAGE STEEL TRACK SPLICE OR FLAG BRACKET, FASTEN TO WOOD JAMB WITH 5/16' X 1-1/2" LAG SCREWS 2" GALV. STEEL VERTICAL TRACK 16GA BOLTED TO N4 TRACK BRACKETS WITH 1/4"-20 X 5/8" TRACK BOLTS. OPENINGHEIGHT H4 N0T OVER D OR HEIGHT) j1 a BRACKETS EACH SIDE b3 3/4' X 1-1/2" X 13 GAGE MIN. CARRIAGE BOLTONGNUTGALV. STEEL HORIZONTAL ANGLE. USE EXTRA 1/4" X 3/4' HEX HEAD SELF USE(()) " DRILLING SCREW SHEEi2ME1TALSC R3 V 2" GALV. STEEL HORIZONTAL TRACK 16 GAGE OR 13 GAGE BASED ON THE WEIGHT OF THE DOOR. DETAIL D 53" (16 X 7) 74" (16 X 8) 42" (16 X 7) 50" (16 X 8) 22 X 7) 24" (16 X 8) 5' 2D GAGE END STILES - FASTENED WITH TOG-L-LOCS TO PANEL. USE END CAP OVER END STILES. ( SEE DETAIL C) STOP MOULDING NAILED EVERY 9' 6-D TYPE NAIL MIN. ` I SECTION B—B 1OGA. COMMERCIAL GALV. STEEL TRACK BRACKETS. SEE ABOVE FOR SPACING. FASTEN TO WOOD JAMBS WITH 5/16" X 1-1/2 LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. P.S.F. TABLE DOOR SIZE DESIGN PRESSURE TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 16'-0" 7'-0" 18.7 20.8 28.1 31.2 1 6'-0" 8'-0" 18.7 20.8 28.1 31 .2 1INSULATION TYRENE STANDARD FOR MODEL 735.- 16 GAGE GALV. STEEL 5 STRUTS 1 TOP BRACKET WITH 14 3" 20GA WIDE 16 XGAGEROLLERHOLDER3- 1BGA WIDE 16 X SEE DETAIL D. SEE DETAIL A) STRUT JUST BELOW TOP BRACKET. 2' ROLLER WITH 7/16" DIA. STEM. TIRE: STEEL 16 X 7) 7 BALL SHORT STEM 16 X 8) 10 BALL LONG STEM OPTIONAL LOCK -/ PART OFSECTIONOVERPHRN LEAF. (SEE DETAIL 8), 2" — GALV. STEEL (14 GAGE) COMMERCIAL END HINGE A ACHED WITH 5 FASTENERS. GALVANIZED STEEL STRUT ATTACHED WITH 1/4" X 3/4" LONG HEX HEAD SELF DRILLING SCREW 2 PER VERTICAL STILE) STRUT ON UPPER PART OF SECTION OVER HINGE LEAF. (SEE DETAIL B). u 1-}/g' POLYSTYRENE 21" OR 24" HIGH INSULATION OPTIONAL 730. PANEL GALV. AND 750, 755, 426.. PREPAINTED STEEL 25 GAGE ALL STRUT ON BOTTOM BRACKET MODELS EXCEPT 24 GAGE MODEL 750. 755 J 13 GAGE GALV. STEEL BOTTOM BRACKET ATTACHED WITH 2 LAG SCREW 5/16` X FASTENERS. BOTTOM i-1/2" SCR BELOW ROLLER. CAN BE ABOVE 20 GAGE GALV. STEEL CENTER STILE SECTION A -A O TOG-L-LOC OR POP RIVETED TO PANEL. 18 GAGE GALV. STEEL CENTER HINGE RESIDENTIAL FASTENED WITH (4) 1/4" X 3/4" HEX HEAD SHEET METAL SCREWS. NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 0 X 5/8' HEX BOLTS k NUTS OR 1/4" X 3/4" LONG HEX HEAD SHEET METAL SCREWS. DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES I 'X-"'- LISTED IN THE TABLE ABOVE VIA TESTING TO ANSI/DASMA 108-05. FL-PE-51737 s7z asz—ssoD DETERMINATION OF SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIBILITY OF OTHERS. Possionol EVeen seal provirotdedonlyfororriticd6onof w indlaod construction details. V_ scip No. 51737 r O STATE OF NN TERNATE CONSTRUCTION SING ( 2) STRUTS OPTIONAL SSB GLASS LIGHTS OEM 11mil Ilia niiin i n u u nr.n i in xr er e e nerm. iiirc USE ONE EXTRA SELF DRILLING SCREW THROUGH TOP LEAF OF HINGE, END STILE k RAIL. TYPICAL FOR EACH 1 r . 75 — 3" 20GA WIDE STRUT (16 X 7) 3" 18GA WIDE STRUT (16 X 8) 20 GAGE END STILES 20 GAGE END CAP e 0, DETAIL C L. H. NOTE: DOOR MUST BE INSTALLED WITH EITHER AN ELECTRIC OPERATOROR AOTMUSTGEXTBENSION16X7DETAILBTTRACKSOON (DOORS WITH SPRINGS). NOTE: GLAZING DOES NOT SATISFY IMPACT 7 \ / DEBRIS REQUIREMENTS IN FBC 1 X q P. O. BOX "I S WINDSOR DOOR 72219 R 915 AR 501) 562-1872 MODELS: 724, 426, 730, 735, 750, 755 PART NAME: WINDLOAD RESIDENTIAL PAN DOOR W1 B 12/ 15/11 RLB CE 64' FntSANC. t r 2856 3/10/08 RLB NEXT LEVEL PLOT SCALE DATE: 11 1 07 DRN. BY BH DWG. NO. 99— B-079 284E11/1/07 RLB E. C.N. DATE: AP PROV. sCALE NONE 2 OF 3 13 GAGE STEEL TRACK SPLICE OR FLAG BRACKET, FASTEN TO WOOD JAMB WITH 5/16" X 1-1/2" LAG SCREWS — 2" GALV. STEEL VERTICAL TRACK 16GABOLTED TO TRACK BRACKETS WITH 1/4"-20 X S/B" TRACK BOIL OPENINGHEIGHT NOT OVER D OR HEIGHT) 3) 1/4' CARRIAGE BOLTS X 13 GAGE MIN. GALV. STEEL HORIZONTAL ANGLE. 1/4' X 3/4' SHEET METAL EXTRA SCREWS 1/4" X 3/4" 2" GALV, STEEL HORIZONTAL HE% HEAD SELF DRILLING SCREW TRACK 16 GAGE OR 13 GAGE DETAIL D BASED ON THE WEIGHT OF THE DDOR. 1 1.25" _I 63" (116 X 7) SEE DETAIL "E' 74" 8 X 8 42 (18 X 7) 5D" (18 X 8) 21"(18X7) 24" 18 X 8 DETAIL E 4 BRACKETS EACH SIDE 20 GAGE END STILES — FASTENED WITH TOG—L—LOCS TO PANEL, USE END CAP OVER END STILES. ( SEE DETAIL STOP MOULDING NAILED EVERY 9' 6—D TYPE NAIL MIN. — _ SECTION B-B \ 13 GAGE GALV. STEEL WINDLOAD TRACK BRACKETS. SEE AB FOR SPACING, FASTEN TO WOOD JAMBS WITH 5/16" X 1-1 LAG SCREWS & WASHERS. PREPARATION OF JAMBS BY OTH SEE DETAIL "E". P.S.F. TABLE DOOR SIZE DESIGN PRESSURE TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 18'-0" 7'-0" 18.7 20.8 28.1 31.2 18'-0" 8'-D" 18.7 20.8 28.1 31 .2 2 J Li DETAIL A 3' 18GA WIDE STRUT 6 STRUTS — 13 GAGE CALV. STEEL TOP BRACKET 3" 18GA WIDEWITH10GAGEROLLERHOLDER. SEE DETAIL ANOTETHATROLLERHOLDER ( ) CURL IS TURNED DOWN. SEE DETAIL D. STRUT JUST BELOW TOP BRACKET. 2" HURRICANE ROLLER WITH 7/16" CIA. LONG STEM. TIRE: STEEL 10 BALL OPTIONAL LOCK B STRUT ON UPPER PART OF ISECTIONOVERHINGE LEAF. (SEE DETAIL B). GALV. STEEL (14 GAGE) COMMERCIAL END HINGE ATTACHED WITH P FASTENERS. a SEE DETAIL B 4' X 16" AIRVENTS SECTION OVER UPPERPART OF (4CHR MIN. TOTALOOPEN ENE ILEAF. (SEE DETAIL B). AREA). OPTIONAL. — STRUT ON LOWER PART OF USE TWO EXTRA SELF DRILLING SECTION ABOVE HINGE SCREWS THROUGH HINGE LEAF, LEAF. END STILE & RAIL AS SHOWN. GALVANIZED STEEL TYPICAL EACH END HINGE. OPTIONAL SSB GLASS LIGHTS 2" STRUT ATTACHED WITH 1/4' X 3/4" LONG HEX HEAD SELF DRILLING SCREW PER VERTICAL STILE) 0 1- 3/8" POLYSTYRENE INSULATION OPTIONAL FOR MOD. 724, 730, 1(2 750, 755, 426. TEEL STRUT IN MIDDLE OF 0 PT BOTTOM SECTION. Ey' EL 13 GAGE GALV. STEEL BOTTOM 0 BRACKET ATTACHED WITH 3 DETAIL B FASTENERS. BOTTOM L. H. SCREWCANBEABOVEOR BELOW ROLLER. 0C' n7I(h Nl A 20 GAGE GALV. STEEL CENTER STILE TOG— L—LOC OR POP RIVETED TO PANEL. 18 GAGE GALV. STEEL CENTER HINGE RESIDENTIAL FASTENED WITH (4) 1/4" X 3/4" HEX HEAD SHEET METAL SCREWS. NOTE: ALL NON —DESCRIPTIVE FASTENERS SHOWN TO BE 1/ 4"-20 X 5/8" HEX BOLTS & NUTS OR 1/ 4" X 3/4" LONG HEX HEAD SHEET METAL SCREWS. DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES FL—PE-51737 r— LISTED IN THE TABLE ABOVE VIA TESTING TO ANSI/DASMA 108—D5. 972 492-950D DETERMINATION OF SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIBILITY OF OTHERS. Professional Eagln Vee s ..1 providedonlyforN. calion of windlood c st—lion details. SI No. 51737 , p'• STATE OF , (y` i OcA •,FLOR QP O ' S/ ON A `a \\ NOTE: GLAZING DOES NOT SATISFY IMPACT DEBRIS REQUIREMENTS IN FBC I-- A 1".( DOUBLE CAR) ALTERNATE RUCTIO USING ( 2) STRUTS 1 1 7' OR 8' B OPTIONAL LONGPANELEMBOSSES CENTER STILES (7 COLUMNS) CENTER HINGES (3 COLUMNS) 20 GAGE END STILES f E P e Oa O• DETAIL C NOTE: DOOR MUST BE INSTALLED RAILS WITH EITHER AN ELECTRIC OPERATOR OR A LOCK MUST ENGAGE BOTH TRACKS ON DOORS WITH EXTENSION SPRINGS). 18' X ' 18' X 8' P. O. BOX 8915 WIMDSOR DOOR 72219 ROCK. AR 5D1) 562-1B72 MODELS: 724, 426, 730, 735. 750, 755 PART NAME: WINDLOAD RESIDENTIAL PAN DOOR W1 B 12/ 15/11 RLB TOLERANCE FRACDEC, 1/64" DEC. t ./64 ANG. t V 2866 3/10/OS RLB NEXT LEVEL PLOT SCALE DATE: 11 1 07 DRN. BY BH DWG. NO, 99- B-079 284811/1/07 RLB E. C.N. DATE: I APPROV. SCALE I NONE SHT 3 OF 3 Florida Building Code Online Pagel of 5 A t BCIS Home i Log In User Registration Hot Topics Submit Surcharge ` sta[s &Facts Publications l FBC Staff BCIS Site Map Links i Search I bapr Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail kt P; FL # FL17676-R6 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved j' MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE R, Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 08/23/2017 08/30/2017 09/09/2017 Year 2008 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR... 1/27/2018 Florida Building Code Online Page 2 of 5 Summary of Products FL # Model, Number or Name Description 17676.1 13540 SH 3604 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-50 Other: LC-PG35. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R6 C CAC APC(1135SIC7327.01-109-47 - l.pdf Quality Assurance Contract Expiration Date 04/12/2022 Installation Instructions FL17676 R6 II Install - 3540 SH 36 x74 Fin.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.2 3540 SH 36x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 Fin 36x84.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40. Units must be glazed in accordance with FL17676 R6 II Install - 3540 SH Fin 36x84.pdf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.3 3540 SH 40x66 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC A3485.01.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/26/2019 Design Pressure: +35/-45 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R6 II Install - 3540 SH Fin 40x66.pdf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.4 3540 SH 44x63 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 Fin 44x63.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +40/-47 Installation Instructions Other: R-PG40. Units must be glazed in accordance with FL17676 R6 II Install - 3540 SH Fin 44x63.1)df ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.5 3540 SH 44x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 Fin 44x72.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/01/2022 Design Pressure: +35/-47 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R6 II Install - 3540 SH Fin 44x72_pdf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: LC-PG30. Units must be glazed in accordance with ASTM E1300-04. 44x84 Fin Frame Certification Agency Certificate FL17676 R6 C CAC APC(10816IC7324 01-109-47- 6.pdf Quality Assurance Contract Expiration Date 04/12/2022 Installation Instructions FL17676 R6 II Install - 3540 SH Fin 44x84.1)df Verified By: American Architectural Manufacturers Association Created by Independent Third Party: https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZSjrZFR... 1 /27/2018 Florida Building Code Online Page 3 of 5 Evaluation Reports Created by Independent Third Party: 117676.7 13540 SH 152x84 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25/-25 Other: R-PG25. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R6 C_CAC APC 3540 Fin 52x84.pdf Quality Assurance Contract Expiration Date 05/26/2020 Installation Instructions FL17676 R6 II FL17676 R1 II Install - 3540 SH Fin 52x84.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.8 3540 SH 36x74 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 FLS 36x74.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2022 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35 FL17676 R6 II 08-012S2B 7.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 511854E 1252.pdf Created by Independent Third Party: Yes 17676.9 3540 SH 36x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 FLS 36x84.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40 FL17676 R6 II 08-01372 511989.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 511989 3540 FLS 36x84.pdf Created by Independent Third Party: Yes 17676.10 3540 SH 44x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 FLS 44x72.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2022 Design Pressure: +35/-47 Installation Instructions Other: LC-PG35 FL17676 R6 II 08-01247B 10.pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 511849B 1247.pdf Created by Independent Third Party: Yes 17676.11 3540 SH 48x96 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 FLS 48x96.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2022 Design Pressure: +30/-30 Installation Instructions Other- LC-PG30 FL17676 R6 II 08-01371B 11.pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 511988B 1371.pdf Created by Independent Third Party: Yes Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: R-PG35 52x62 Finless Frame Certification Agency Certificate FL17676 _R6 C CAC APC 3540 FLS 52x62.odf Quality Assurance Contract Expiration Date 08/27/2022 Installation Instructions FL17676. R6 II 08 02269A 12.Pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR... 1 /27/2018 Florida Building Code Online Page 4 of 5 FL17676 R6 AE 513015A 2269.pdf Created by Independent Third Party: Yes 117676.13 13540 SH 152x72 Finless Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: R-PG30 Certification Agency Certificate FL17676 R6 C CAC APC 10818 C732S.01-109-47 13.pdf Quality Assurance Contract Expiration Date 04/12/2022 Installation Instructions FL17676 R6 II 08-02270A 13.Ddf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 513016A 2270.pdf Created by Independent Third Party: Yes 17676.14 3540 SH 52x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 FLS 52x84.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +25/-25 Installation Instructions Other: R-PG25 FL17676 R6 II 08-01514 512141.pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 512141 3540 Fls 52x84.pdf Created by Independent Third Party: Yes 17676.15 13540 SH 148x72 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: R-PG35. Units must be glazed in accordance with ASTM E1300-04. 17676.16 13540 Triple SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-50 Other: LC-PG35. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R6 C CAC APC A2726.01.1)df Quality Assurance Contract Expiration Date 07/20/2019 Installation Instructions FL17676 R6 II Install Instructs - 3540 SH FIN 4802 (As Tested).pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 108x74 Fin Frame Triple CHS Certification Agency Certificate FL17676 R6 C CAC APC(108171C7327 01-109-47 - 16.)df, Quality Assurance Contract Expiration Date 04/12/2022 Installation Instructions FL17676 R6 II Install - 3540 SH CHS Fin 108x74.1)df Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.17 3540 Twin Single Hung 73x71 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC F1902.01-109-47-RO 3540 SH.pdFApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-40 11/03/2020 Other: R-PG35 Installation Instructions FL17676 R6 II 08-02997 - Anchor Clip.pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 513853.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487. 1395. 'Pursuant to https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsj rZFR... 1 /27/2018 Florida Building Code Online Page 5 of 5 Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click ham. Product Approval Accepts: WN Credit Card Safe secur`,itjM. [ucs https://www.floridabuiIding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvFGYZsj rZFR... 1 /27/2018 ELEVATION 2" typ. 36" r8' o.c max. 2' typ. 8" o:c. Max. J aA a'*k'CLE, ALL FOUR LIN NAIL FIN' IS A GENERIC TERM WHICH MEANS 'MOUNTING FLANGE', NOT TO BE CONFUSED WITH '1/2' FRONT FLANGE) FLASHI BY OT14E r AnchorSeeSection Det Cxtwlx Min Edge 7/:1,6" SHEATHING JAMB DETAIL HEAD DETAIL IZE.HEADER AS NEEDED CAULK, UNDER NAILING FIN aLME PERIMETER BEFORE FASTENING. SHIM AS REQUIRED 6 X 1-5/8 SCREW (SHOWN WITH }" SHEATHING) MUST 'ACHIEVE- 1-1 /4 PENETRATION INTO STUD:s: SILL DETAIL Notes: 1. Installation depicted based off of structural test report #82133.01-109.-47. 2. Wood screws shall satisfy the National Design Specification for Wood Construction far material type and. dimensional ;requirements. 3. Wood buck installations .are assumed 2x S-P-F (G=0.42) or denser.. Buck width shall be greater than the window frame width. Tapered or partial width bucks are not allowed. Wood buck shall be secured to the structure to resist all design. loads.. 4. 'Wood screw lengths Shall be sufficient to guarantee 1.-1%4' penetration into wood buck. 5. Maximum shim thickness of 1/4" permitted at each fastener location. Shims shall be load bearing, non - compressible, type. 6.. These drawings depict the details. necessary .to meet structural load requirements: They do not address the air infiltration, water penetration, intrusion or thermal performance requirements .of the installation. 7. installation shown is :that of the test, window for :the, size shown and the design pressure claimed. For window sizes smaller than shown, locate fasteners 2" from corners and no more than 8" on center. Design. pressures of smaller window sizes ore limited to that of the: test window. SIZE AND DESIGN PRESSURE CHART FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +40.10/-50 UNITS UP TO 36" z 84" SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) i D 7". DAM V. INSTALLATION INSTRUCTIONS M•R• 12-14. n Ac FASTENER SCHEDULE — FIN— DAre entoo sear: spa,, 3540 Single Hung NONE 1 n 1 Windows &.Doors. Dw — Gratz, PA 1 354.0-3240 SH FIN - 36' MAX. — Frn!,4E WDTP. T ... ANCHORS - 0 BE I E,: UALI Y SPACED, SEE ANCHOR CHART - HFET FOR UNIT SIZE AND ANCHOR Ol' ANTITY 84" MAX.. O // FRAME HEIGHT J X 4 MAX. SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RAT NG 40. 01-50.OPSF NONE Number of anchors required at each Jamb Height In) Panel width (in) Z4. 0 30.0 36:0 24. 0 2 1 2. 12 30. 0 2 2 2 36. 0 3 3 3 42. 0 3 3 3 48. 0 3 3: 3 54. 0 3 3 4 60. 0 4 4 4 66. 0 4 4 4 72. 0 4 4 5 78. 0 4 4 5 84. 0 4 5: 5 TABLE OF CONTENTS SHEET NO. j DESCRIPTION ELEVATIONS, . ANCHORING LAYOUTS AND NOTES 2 1 INSTAL.'..AiTION DETAILS. REVISIONS DESC' RIP'110N DAIS ( AVP1101'i1] NOTES; 1 ) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURE-) TO C )Mf Ni!TH' REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNER AND ANICHORED TC PROPERLY TRANSFER ALIL LOADS TO STRUCTURE. FRAMING AND MASONRY OPEN` NG IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORO. 3) 1 X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1 X BUCK IS NOT USED DISSIM LAR MATERIALS MUST BE SEPARATED WITH APPROVED COATI 'C OR MEMBRANE, SELE TION OF COATING OR MEM©RAN[: IS ,I-iE RC r'ON`.3,1101.ITY OF THE. ARCHFTFC"T OR ENGiN'=ER 0"r RECORD. 4) ALLOWABLE S"FR*SS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN CF 11-IE PRODUCT SHOWN HEREIN. WIND LOAD DURATION 'FACTOR Cd-1.6. WAS U',E.0 WOOD ANCHOR AL CULA. ONS. 51. FRAME MATERIAL: E,CIRUD D RIGID PVC. 6 . SASH UNITS MUST BE REINFORCED WITH Fell 451 — 1/0 S1:FF R NFCRCEM NT, MEETING RAILS MUST BE Fr NFOR,EI I- SEE1 W. z1, UNITS MUST BE LAZE'- PER AST" E1 ;00 C4, 8) APPROVED IMPACT PROJECTIVE Sl`STEr PF(Z'RED FY)R TFS PRODU L IN `P,'!NC BORNE DEBRIS REGIONS, 9) SHIM AS REOU!RED AT rACH INSTA!_ ATION ANCHOR NIT H I_0AD n' %RIP C, I>HII1, 1- IIM 1NHE.RE 'SPACE CF 1/16" OR GREA-l_n OCCURS. (MAXIMUM 1:..!..Ol!A STACK. TO BE 1/;.'. 10) FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16 TAPCONS 'NI'IH _,UPFIC!EINT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMEN INTO S.Bi;TRAFE AITH 5/ 8" MINIMUM EDGE DISTANCE. _CCATE ANCHORS AS SHO'NN IN ELI Alefi INSTALLATION DETAILS. 11) FOR ANCHOR`NG INTO WOOD FRAMING Of; 2X BUCK USE #8 VJu 'D _w rvFf'11 SUFFICIENT LENGTH TO ACHIEVE A 1 3/16" MIMMUM EMBEDMENT INTO - SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AN IN1ST%L ,TIOSt DETAILS. 12) ALL FASTENERS TO BE CORROSION RESISTANT. 13) INSTALLATION ANCHORS SHALL BE INSTALLED IN. ACCORDANCE `JITH ANCHOR' MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NO'C BE USED IN SUBSTRATES :ITH STRENGTHS LESS THAN ',IE WNIOUV STRENGTH SPECIFIED BELOW: A. WOOD M!N!MUM SPECIFIC GRiUlITY OF G-=0.42 B. CONCRETE — MINIMUM MO PRESSI'VE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, T P F ;CR GREATER). SIGNED: 1012112011 MI WINDOWS AND DOORS 650 WEST MARKET STREET t+ fuirliii7 J\ S : .. 41 /' G E N, GRANTZ, PA 1 7030-0370 p b 61 SERIES3540FINLESSPVCSINGLEHUNGWINDOWSTEEL REINFORCED — NON —IMPACT 36" X 84ELEVATION, 41'ATrO'F ANCHORINGLAYOUTANDNOTES7pv ORAWN> Ocic Nc, 08= OtF372 X/i"'/0NA1j+ \\S\ LDATt: NTS10/17/11 1 OF 3 x l)C:Ii TiB i AN F In B r^ u t I k N P O Or 1 /4° MAX. 1 z/1 F•• i.R.._1.__ __ 1 h • ?.1r1?;. L ALArIT ,r u1-1:113 FM?FF-Mt_rJT SH, HFAD. TO BE SETt r N A BED OF APPROVED — j 8 V JnD : CREVd CONS"[RUCTION SELANT INTERIORI r 2X BUCK S,2X UCP To r ' I ll a8YOTHERS. 2X BUCK TO NG EXTERIOR L ' - INTERIOR e_ PROPERLY SEcuRED \ /\ . hC c N J 1 EXTERIOR I FLANGE TO BE 4 SET IN BED OF SILL TO E SET IN APPROVED H LANT HORIZONTAL CROSS SECTION BED OF APPROVED 2X SUCK/WOOD FRAMING INSTALLATION CONSTRUCTION ADHESIVE FLANGEN B ti J a / 9HIt AX. SFT IN BED JI ..:I i:: 1 L` P" P ,Vc •. SEALANT ' T NOIEs INTERIOR AND EMLRIOR i INISHLS, B1' )IHERS. NOT SHOWN FOR CLARITY. MI WINDOWS AND DOORS 31tuuIJli BUCI S, X BP\illC VERTICAL_ CROSS SECTION 650 WEST MARKET STREET 111 \r? R 219 i P T R `,• OENS s31PROPERLYSECURED2XBUCK/WOODFRAMING INSTALLATION GRANTZ; PA 17030-0370 SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW *• 0, &51 STEEL REINFORCED — NON —IMPACT 36 X 84 =W INSTALLATIONDETAILS qo , TATE OE R \ DRWN; oNr. Ne. RED! L. scn;;- NTS unit 30/17/11 08 , OFt: z 2OF 3 M A SO N4RY/C0NCRFTF BY DIHERS OPTIONAL 1 X BUCK BY OTHERS, 1X BUCK TO BE PF,OPER.Y SECURED. SEE NOTE 3 SHEET 1 LAHGE TO BE SE71N BED OF APPROVED S'EAILANT EXTERIOR FLANGE TO BE SEJM BED OF AF'PRC VC-_i SEALANT OPTIONAL 1X BUCK BY OTHERS, I BUCK TO BE PrOPFRLY SECURED. SEE NOTE 3 SHEET 1 SHIM. H:-.AD TO BE SET IN A BED OF APPROVED CONSTRUCTION SEALANT SILL TO BE SET IN BED OF APPROVED CONSTRUCTION. ADHESIVE I%4" MAX. j SH1M r VERTICAL CROSS SECTION MASONRY/CONCRETE INSTALLATION MASONRY/CONCRETE BY OTHERS RE1'SI N_ DESCRIPTION 1 1/4" MIN. -4 I ij4" M:1X. Eb1BE+DMENT 1 I Stills 3/ 16" TAPCON FAASCNRY<COiJCRE'FE. -- > BY OTHERS <. t INTERIOR i 2 5/d M', FD OPTIONAL 1 X SUCK BY EXTERIOR. OTHERS, IX BUCK TO BE PROPERL.Y SECURED. SEE FLANGE TO BE MOTE 3 SHEET i SET It, BED OF APPROVED SEALANT HORIZONTAL CROSS SECTION MASONRY/CONCRETE INSTALLATION VAT I AI'PR.01.'. NOTE: INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARI'Y. M650 LwDOWESTMARKETS D DOORS TREET`\\J\S"R11Lro/// GRANTZ, PA 17030-0370 ti• 4 CENSF s% AV0, 51SERIES3540FINLESSPVCSINGLEHUNGWINDOW STEEL REINFORCED - NON -IMPACT 36" X 84 INSTALLATION DETAILS TAT OF. 10 w i (••. 40R10P• RAMM a ec N0. sr•_v 08-01E372. jss pNAl. 1aL. 7aifNTS 10/17/17 3 OF 3 ELEVATION. 27 typ. 72" O.0 Max. ` I 2" typ. TT 2" o.c. r I* A'h''" CLEARANCE ALL FOUR SIDES) WHICH 1/2" SjATHING Min Edge Distance fg` JAMB DETAIL HEAD DETAIL FLASHI BY OTHE Anchor See Section Details) rxc.w Min Edge ins SIZE HEADER AS NEEDED Caulk under ENTIRE perimeter of Nailing 'finbefore fastening. 1M AS QUIRED DRYWALL HOWN WITH 1/2" SHEATHING) MUST ACHIEVE 1-1/4" PENETRATION INTO STUD. . SILL DETAIL Notes: 1. Installation depicted based off of structural test report C7327. 01-109-47. 2. Wood screws shall satify the Notional Design Specification for Wood Construction for material type and dimensional requirements. 3. Wood buck installat ons ore assumed 2x S— P—F (G-0.42) or denser. Buck width shall be greater than the window frame. width. Tapered or partial width bucks. are not allowed. Wood .buck shall be secured to the structure to resist all design loads: 4. Wood screw lengths shall, be. sufficient to guarantee 1-1/4 penetration into. wood buck. 5. Maximum shim thickness of 1/¢' permitted at each fastener location. Shims shall be Toad bearing, non — compressible type.. 6. These drawings depict the details necessary to meet structural load requirements. They. do not address the air infiltration,, water -penetration, intrusion or thermal performance requirements of the installation. 7. Installation shown is that of the test window for the size shown and the design pressure claimed. For window sizes smaller than shown, locate fasteners approx. 2' from corners and no more than 12' on center. Design pressures of smaller window sizes are limited to that of the test window. SIZE AND DESIGN PRESSURE CHART FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +35/-50 UNITS UP TO 108, x 74' SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE .DESIGN PRESSURE LIMITATIONS) Y. IS e® TnF INSTALLATION INSTRUCTIONS FASTENER SCHEDULE — FIN— ftowcn MAW MY MT: V. M.R..8-20-09 a DER 3540 Single Hung Y.. ,.. NONE . 1 1 Windows & Doors Graz?, PA Continuous Head and Sill o. . KY. 3540 $ H CSH FIN — Florida Building Code Online Page 1 of') J BCIS Home j Log In User Registration Hot Topics Submit Surcharge j Stats & Facts j Publications ? FBC Staff BCIS Site Map Links Search t21 Product Approval a USER: Public User Product Approval Menu > Product or Application Search > Application Lis[ > Application Detail agog FL # FL18504-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis R Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2018 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 Product Approval Method FL18504 R2 COI FL COI.odf Standard AAMA 450 Method 1 Option D Year 2010 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2f /o2ftCO... 1 /27/2018 Florida Building Code Online Page 2 of 3 Date Submitted 09/23/2017 Date Validated 10/23/2017 Date Pending FBC Approval 10/26/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 18504.1 M-1926 Horizontal Mullion M-1926 Horizontal Mullion Single, Twin or Triple with Transom Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 R2 II 08-01455B.pdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 156-3/8", Impact Resistant up to FL18504 R2 AE 512079B.pdf Wind Zone 3 Created by Independent Third Party: Yes 18504.2 M-1926 Vertical Mullion M-1926 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 R2 II 08-01445B.pdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 84", Impact resistant up to Wind FL18SO4 R2 AE 5120698.1)df Zone 3. 1 Created by Independent Third Party: Yes 18504.3 M 2285 Horizontal Mullion M-2285 Horizontal Mullion Single, Twin or Triple with Transom Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 R2 II 08-01834B.pdf Approved for use outside HVHZ: Yes Verified By: Luis R. Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum span - 120", Impact resistant up to Wind FL18504 R2 AE 512521B.pdf Zone 3. Created by Independent Third Party: Yes 18504.4 M-2285 Vertical Mullion M-2285 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS504 R2 II 08-018336.pdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 84", Impact resistant up to Wind FL18504 R2 AE 512520B.pdf Zone 3. Created by Independent Third Party: Yes 18504.5 M-2300 Horizontal Mullion M-2300 Horizontal Mullion, Single or Twin with Transom Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS504 R2 II 08-01907A.pdf Approved for use outside HVHZ: Yes Verified By: Luis R. Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 120", Impact resistant up to Wind FLIS504 R2 AE 512602A.Ddf Zone 3. 1 Created by Independent Third Party: Yes 18504.6 M-2300 Vertical Mullion M-2300 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FI 18504 R2 II 08-01906B.pdf Approved for use outside HVHZ: Yes Verified By: Luis R. Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 84", Impact resistant up to Wind FL18504 -R2 AE 512601B.pdf Zone 3. 1 Created by Independent Third Party: Yes 18504.7 M 2301 Horizontal Mullion M-2301 Horizontal Mullion Single or Twin with Transom Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 R2 II 08-02834.pdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 120", Impact Resistant up to Wind FL18504 R2 AE 513629.pdf Zone 3. Created by Independent Third Party: Yes Back Next littDs://www.florldabulIding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs9%2fD/o2ftCO... 1/27/2018 Florida Building Code Online Page 3 of 3 Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487. 1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 99 99 .. Credit Card _ Safe https://www.florldabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%o2ftCO... 1 /27/2018 uI , -I'IWN 4D ir4. ,F, TI :CD 1iICI d,7!' r , 1UIRE , I II INrr A,I r)I Ll(-IT !J .D E° T i RODI I 'VV I` Iiy1 J('IIVD I,, :fl; II-IIiATI( N I C -_ WAS U;tG 1 1-V AIJ_r7r_2 C: ATIG'15. API SUJED IMPACT PA IECTI/L --M I'i, hCLT P E 0, L IRED FCIR THIS RODLICT IIJ WIND DORNF DFCRI'l' ECION UP TO VvINO ZONE 3. DESI(:[vII PRESSURE AND iNSTALLAT,ON DETAILS SHOWN IN THIS DOCUMEf IT APPLY ONLY TO ivIULLION. WINDOWS MUST BE APPROVED UNDER'ErARATE APPROVAL. SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI WINDOWS AND DOORS, INC. 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LE'ESER DESIGN PRESSURE OF THE MULLION OP THE INDIVIDUAL NUVDOW OR DOOR UNIT. O) 1JN1 T, MAC BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND LAULLION IS ANCHORED AS SHOWN HEREIN. 9) MI-ILLICN VEP,TICAL INSTALLAIIt'N IS hHOWN, MULLION MAY BE USED IN H'1PI/-CINTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED ,AND MULLION IS ANCHORED ACCORDING I'0 THIS DOCUMENT. DESIGN PRESSURE TABLE (INSTRUCTIONS: DEFINE REC'UIRED DESIGN LOAD PER FLORIDA BUILDINC CODE nFTER'MINF TRIBUTARY WIDTH AND MULLION SPAN BASED ON PP.IyDII(-T TO BE INSI,ALLED SEE FI_:RMUL4 FOR TRIBUTARY WIDTH. MULI 'IN SP,AIN ;UNIT HEI,-.HT) AND TRIBUTARY WIDTH. AT OF POIN AN (' )OJMN C.OINTAININI. THE MULI_ICIN T IBUTARIW JTH THE MI '_hGN RATING T IN STEP MIil,' i;P.EAHLR THHhI RE,JUIREiS r 2E FE iE r I IF REVISI- iMS 1ESSRIPnnnl REVISED INSTALLATiOIV UE TAILS R _,,: D NC, HOF rIC, A'.rI TES ATI(-' r ING 107F7 I ) FOR ArC.H, IRIN G INTO WOOD FP.AISIIFI . BUCK ,ISE HIS WnGD St' PEW WITH `UFEI(.IEINT LENGTH TG AC IIEVE A 1 3/8 MINIMIUPA EMBEDMENT, LOCATE .ANCHORS AS SHOWN IN IIVSTALL,4lION DETAILS SHEET 3 2) F(-,P, ANCHORING INTO CONCRETE USE 3/16" ELCO ULTRACON TAPCUN WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT WITH 'I' MINIMUM EDGE DISTAhICE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 4, 3) FOR ANCHORING INTO METAL FRAMING USE #10 SMS OR SELF DRILLING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 4) ALL FASTENERS TO BE CORROSION RESISTANT. 5) 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 C=0-42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI, C, MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N, TYPE i (OR GREATER). D. METAL — STEEL 18CA (.048') FY=331<SI/FU=52KSI OR ALUMINUM 6063—T5 FU=30KSI .0625" THICK MINIMUM. Ir IHAIz WIDTH _ W -'_- r MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030 M- 1926 VERTICAL MULLION 84" MULLION SPAN TABLE OF CONTENTS NOTES SHEET N0. DESCRIPTION DR1WN. DWG. NO. I I JC,TEg V.L. 08-01 445 VNFIGURATIONS AND DP CHART SCALE NTS 117E 01/11/12 s"EET1 OF 4 INSTALLATION DETAILS L ROBERTO LOMAS P.E. 7432 WOODFORO RD LEWISVILLE, NC 27023 4 COIMPONENTS 434-161-0609 rllomas@alrlomaspe.com 0 , r 7/IL SIGNED: 10/ 1712017 Luis R. Lornus P.E. FL No.: F2514 VEINED WIDTH j.;l III WINDOW WINDOW L ILL NI ''I, I 107 3/8 hMBINED WIDTH 107 3/8" COMBINED WIDTH W1 W T- 8 7, FRAME HEIGHT WINDOW WINDOW MULLION SPAN) I II I WINDOW WINDOW l l W1ND0 III I I I--- CMBINED i WIDT;i span (in) 18. 13 25. 50 36. 00E3. 48.00 52.13 25.00 120.0 120.0 120.0 120.0 120.0 37.38 120.0 120.0 120.0 120.0 120.0 49.63 120.0 98.3 81.2 75.2 75.1 62.00 96.4 73.6 58.4 50.7 49.4 65.63 90.2 68.6 53.9 46.3 44.8 72.00 81.0 61.2 47.6 40.1 38.6 84.00 621 45.0 33.1 26.3 F24,9 107 3/8" COMBINED WIDTH w1 - F- W2 83" FRAME WINDOW WINDOW HEIGHT SULLIONPAN) I I / 11 j F.1107 3/8" COMBINED WIDTH 1 -- W2 T I WINDOWFRAME HEIRHT LwwNDOW WINDOW V.IIULN SPAN) 2 107 3/ COMBINED WIDTH REVISION REv DESCRIPTION DOTE IAP'PP01ED A REVISED INSTALLATION DETAILS 06/07/15 1 R.L. I ---- -- 6 REVISED ANCHORING NOTES o5/I0/17 1F 107 1/8" COMBINED WIDTH W2 WINDOW 83.. l FRAME HEIGHT WINDOW WINDOW MULLION SPAN) 107 3/8 COMBINED WIDTH APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 1073/8" AS SHOWN HEREIN. span (in) F 18.13 25.50 36.00[ 54.8 48.00 52.13 25.00 120.0 120.0 120.0 120.0 120.0 37.38 120.0 120.0 120.0 120.0 120.0 49.63 120.0 109.2 90.2 83.5 83.4 62.00 107.1 81.8 64.8 56.3 54.8 65.63 100.2 76.2 59.9 51.4 49.872.00 90.0 68.0 52.8 44. 442.062145.0 33.1 26.3 24.9 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030 M-1926 VERTICAL MULLION 84" MULLION SPAN CONFIGURATIONS AND DP CHARTS DRAWN: DWG ND, V.L. 08-01 445 SrALE NTS DA'E 01/11/12 s""'2 OF L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0509 rllomas@lrlomaspe.com SIGNED: 1011712017 GENS• 9P' 0 51•*' TATOF RLv ' OF.';CORI;'• a s//0NA1- E\G`\ Luis- R. Lomas P.E. FL No.: 62514 REVISIONS DES-R I PTION DATE I PPPP,vED REVISED INSTALLATIr,N DETAILS 0E/07/15 R.L. REVISED ANCHORING N)TES 0S/110/17 R.L. MACUNh./CONCRETE 7 BY OTHER-, — i 1 'fN. EVB:-' MEh4T SEi_T5796 OR MT000 022CLIP , rITl 1 sEcr M-1926 MULLION I" CO ULTRACOIN6EL1 r PC111d Iit ', II III - SECT5795 1(76 CLIP ///— #10 SMS OR j — SECT M— 1926 7 SELF DRILLING MULLION SCREW I I' I I_IP t IIJJ I III SECT5796 OR 2 MIN — METAL MT0001122 STRUCTURE CLIP EDGE DISTANCE1BY OTHERS VERTICAL CROSS SECTION MIN. METALSTRUCTURE INSTALLATION tMEEDMENT ,iI CLIP INSTALLATION WOOD FRAMING/ 1--------_I 7 ;; BUCK BY OTHERS VERTICAL CROSS SECTION MASONRY/CONCRETE AND WOOD FRAMING INSTALLATION MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030 M-1926 VERTICAL MULLION 84" MULLION SPAN INSTALLATION DETAILS DRAWN: DWG Nfl. V.L. 08-01 445 LE NTS DATE 01 /1 1 /1 2 SHHT T OF 4 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688- 0609 rllomas@lrlomaspe.com SIGNED: 1011712017 RI`Ioq ', IV NpENs* •s o,k 51 TATw 77 0' c'•'zpRIDQ: B Luis P. Lornas P,E. FL No.: 62514 I SECT M-1926 MULLION ALUMINUM 60637TS . 125" THICK MT000022 CLIP 16GA (.063') GALVANIZED STEEL 3 3/4' 1 „ n111 3/8.. 3/ F 7. LLL 1 1 SECT5796 CLIP 2x m 1 /4" FOR CONCRETE INSTALLATION ALUMINUM 6063-T5.125" THICK 2 x 01/4" i 7/8" 3 3/4.. SECT5796 CLIP FOR CONCRETE INSTALLATION ALUMINUM 6063-T5.125" THICK 2 7/8" L 3 3/4.. H— 2 .I/a., L Illl_-1 IJ. 2v m1/4 l--- r h I Ij " l Ili I I SEC_T5796 CLIP FOR WOOD FRAMING INSTALLATION ALUMINUM 6063-TS .125" THICK RE"SION< DESCRIPTION DATE REVISED INSTALLATION DIETAILS 08/07/15 rr-'.L REVISED ANCHORING NOTES 05/1O/ 17 I F.L SIGNED: 10/1712017 h% WINS AARKEND DOURSTRE LLCILLO, i 650DOE T GRATZ, PA 17030 051 "k M-1926 VERTICAL MULLION 84" MULLIONSPANCOMPONENTSTATOF O•• • ,r\ i• O i$ R OR 10P • prawns Dwc. DO Lv 08 e114NA`\ Luis R. Larnas P.L. 5 ALE NTS DATE O1/11/ 12 sOEit445 OF 4 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 FL No.: 62514 434-688-0609 rI1omas@Iriomaspe.com Florida Building Code Online Page 1 of 3 BCIS Home i Log In User Registration i Hot Topics Submit Surcharge Stats & Facts Publications j FBC Staff BCIS Site Map Links Search FGgdt3 ID ',' Product Approval USER: Public User Ex ret:}r ty Product Approval Menu > Product or Application Search > Application List > Application Detail v FL # FL18644-R2 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved M MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Fixed Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE 9-1 Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S. 2/A440 AAMA/WDMA/CSA 101/I.S. 2/A440 Method 1 Option A 12/31/2017 12/31/2017 01/04/2018 Year 2005 2008 https://www.floridabuiIding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquIGtg5bCXRs... 1/27/2018 Florida Building Code Online Page 2 of 3 Summary of Products FL # Model, Number or Name Description 18644.1 13500 PW 181.63 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: FW-LC50 Certification Agency Certificate FL18644 R2 C CAC MI Windows - 3500 PW B9102 81x63_pdf Quality Assurance Contract Expiration Date 04/30/2021 Installation Instructions FL18644 R_2 II 08-02818.pdf Verified By: Luis R. Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL18644 R2 AE 513610.pdf Created by Independent Third Party: Yes 18644.2 3500 PW 81x63 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL18644 R2 C CAC APC D3210.01-109-47-RO 3500 FXD Ll 11822).pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 11/18/2022 Other: LC-PG35 Installation Instructions FL18644 R2 II 08-02818.pdf Verified By: Luis R. Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL18644 R2 AE 513610.pdf Created by Independent Third Party: Yes 7718644.3 3500 PW 60x96 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL18644 R2 C CAC APC - F1910.01.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/08/2020 Design Pressure: +50/-50 Installation Instructions Other: LC-PG50 FL18644 R2 II 08-02858.pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL18644 R2 AE 513666 F1910 2858.pdf Created by Independent Third Party: Yes 18644. 4 3500 PW 96x60 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL18644 R2 C CAC MI Windows - 3500 PW B9102 96x60. pdf ApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-60 04/30/2021 Other: LC-PG50 Negative DP=-60 Installation Instructions FL18644 R2 II 08-02859.pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL18644 R2 AE 513667.0 Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. `Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: n https:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquIGtg5bCXRs... 1 /27/2018 Florida Building Code Online Page 3 of 3 Credit Care Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquIGtg5bCXRs... 1 /27/2018 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH 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 RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2 WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE, WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD DUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 3 FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM. MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE. LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL EXTRUDED RIGID PVC. 12, UNITS MUST BE GLAZED PER ASTM E1300-04. 13, APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14, FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS WITH SUFFICIENT LENGTH 10 ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. TABLE OF CONTENTS SHEET NO,T DESCRIPTION NOTES ELEVATIONS INSTALLATION DETAILS REVISIONS DESCRtPTON I DATE I APPRDVED 15. ALL FASTENERS TO BE CORROSION RESISTANT. 16. 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 17, GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. GEOMETRIC SHAPES ARE NOT LIMITED TO SHAPES SHOWN HEREIN, 18. THIS PRODUCT ALSO LABELED UNDER THE FOLLOWING NAMES: 3500PW, 3500T, 350OSDUTES, 350OSP-, 3540PX, 3540T, 354OSDLITES, 3540SP. .325OPZ. 3250T, 325OSDLITES. 3250SP, 324OPW, 3240T, 3240SDILITES, 3240SP, 3500HPPW, 3500HPT, 35bOHPSDLITES, 36OOHPSP, 358OWP, 3580T, 3580SI)LITES, 3580SP, S-•350OPW, $--3500T, S-350OSDILITES, S-3500SP, S-3540PW, S-3540T, S-3540SDLITES, S-3540SP, M-350OPW, W-3500PW, W-35007, W-354OPW, W-3540T, W-354OSDIUTES, 'N-3540SP, 1255PW, 1255SP, 128OPW, 910SP, 1255HPPW, 1255HPT, 1255HPSDLITES AND 1255HPSP. SIGNED: 0211712016 M650IWDOWESTMARKETS AND SDOORS J\511RtlllLo 9 GRATZ, PA 17030-0370 XGENS 1r• (10, 6?51 kSERIES3500FIXEDWINDOW 95" X 60" NON -IMPACT_ NOTES STATE OF r GOR10A • \ DRAWN: DWG NO. REV/•• NAG 08 028190ENTSDATE02/04/16 .... 3 REVISIONS 96" MAX. FRAME WIDTH REV DESCRIPTION I CATE 1 APPROVED 2" MAX 0" MAX 2" MAX O.C. 1 2" MAX I 10" MAX 60" MAX. FRAME HEIGHT Z SEF.. CHART #1 FOR NUMBER OF ANCHORS I 2" MAX SERIES 3500 FIXED. WINDOW EXTERIOR VIEW FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING 50.01-60.OPSF NONE NOTES: 1. MAXIMUM D.L.O. 92" X 56" 2. (2) 1" X 1/6" WEEPSLOT AT 2" FROM EDGE OF SILL FACE CHART #1 umber o anchor iocat ons requ red Frame Height 36.00 Frame width (in) 4Z00. 48.00 54.00 60.00 66.00E72 78.00 84.00 90.00 96.00 in) H&S Jamb H&S Jamb H&S Jamb H&S Jamb H&S Jamb H&S Jamb H&S Jamb HBS Jamb H&S Jamb H&S Jamti SIGNED: 0211712016 24.00 5 3 5, 3 6 6 3 6 3 7 3 8 3 4 6 4 7 4 8 4 9 9 3 4 9 3 10 3 11 9 4 10 4 11 3 a MI WINDOWS AND DOORS IR IIC/I 2// 30.00 5 4 5 4 5 6 5 7 5 8 5 9 5 9 5 10 5 11 5 X b•41 7i36.00 5 5 5 5 6 8 5 9 5' 9 5 10 5 11 5 650 WEST MARKET STREET 42.00 5 5 5 5 6 5 6 5 7 5 9 6' 9 6 10 6' 11 6 GRATZ, PA 17030-0370`=\ 48.00 5 5 6 6 5 5 6 6 6 6 6 6' 6 7 6 8 6 6 6 6 7 6 8 6 9 6 9 6 10 6 11 6 SERIES 350.0_ FIXED WINDOW by& 60.00 54.00 5 7 5 7 6 7 6 7 7 7 7 9 7 9 7 10 7 11 7 96" X 60" NON -IMPACT rr66.00 5 86 8 6 8 6 8 7 8 & 8 9 8 9 8 - ELEVATION 7A7 OF•w72.00 478.00 5 8 5. 8 6 8 6 8 7 8•c No. Rev84.00 5 9 5 9 6 9 6- 9 7 9 8 9 9 6 9 7 9 8 9 DRAWN: Dwc N.G. 08-02859 - rGa \N\ 5 9 5 9 6 1/IdNAIt``XX 90.00 5 10 5 10 6 10 6 10 7 10 SSE NTS D"TE 02/04/16 s"EIT2 OF 3 96.00 REVISIONS DESCRIPTION DATE APPROVED APPROVED 5_A.Lo,PJ i BEHIND FIN _..___...__...._._._ 1 1/4" MIN. EMBEDMENT 6 MOOD WOOD SCREW j ^ FRAMING WOOD FRAMING - 1/4" MAX BY OTHERS BY OTHERS SHIM SPACE 1/4" MAX. SHIM SPACE. 3/4" MIN _ y6 WOOD \ ! INTERIOR EDGE DISSCREWTANCE 1 1/4" MIN. EMBEDMENT I EXTERIOR INTERIOR a O APPROVED SEALANT JHL BEHINDFIN3/ 8" MIN -- EDGE DISTANCE EXTERIOR I JAMB INSTALLATION DETAIL 1/ 4" MAX WOOD FRAMING OR 2X BUCK INSTALLATION SHIM SPACE 3/ 8" MIN 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, EDGE DISTANCE / NOT SHOWN. FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE 6 WOOD WOOD DESIGNED IN ACCORDANCE WITH ASTM E2112 SCREW FRAMING 1 1/4" MIN. BY OTHERS APPROVED EMBEDMENT SEALANT SIGNED: 02/17/2016 BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR2XBUCK.INSTALLATION MI WINDOWS. AND DOORS \\XVS R11-L0/XY// 650WESTMARKETSTREET \J\ . • ti/ i GRATZ, PA 17030-0370 v •XGENS'FgiP SERIES 3500 FIXED WINDOW = *• o 61 96" X 6L NON -IMPACT =fly( ^ FININSTALLATIONDETAILS - 10,• $TAT OF DRAWN: , CWG NO. REV .:1. MI. P • Z' \\ SCALE NTS —' 02/04/16 OS SH 739OF 3 iXsjONAl1Ea Florida Building Code Online Page 1 of') ri BCIS Home Log In j User Registration i Hot Topics Submit Surcharge ? Stats & Facts Publications FBC Staff t BCIS Site Map j Links Search f1:: ltl3 Product Approval w USER: Public User Product Approval Menu > Product or Aoolication Search > Application List > Application Detail t FL # FL18504-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer f Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis R Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2018 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 Product Approval Method FL18504 R2 COI FL COI.pdf Standard AAMA 450 Method 1 Option D Year 2010 l,ttnQ-//.arxAi-,m flc)r;dnhiilldlnp.org/nr/nr arm dtl.aspx?param=wGEVXQwtDgs9%2f/o2ftCO... 1/27/2018 Florida Building Code Online Page 2 of 3 Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # Model, Number or Name 18504.1 M-1926 Horizontal Mullion 09/23/2017 10/23/2017 10/26/2017 12/12/2017 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Maximum Span - 156-3/8", Impact Resistant up to Wind Zone 3 Description M-1926 Horizontal Mullion Single, Twin or Triple with Transom Installation Instructions FL18504 R2 II 08-01455B.odf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL18504 R2 AE 512079B.pdf Created by Independent Third Party: Yes 18504.2 M-1926 Vertical Mullion M-1926 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 R2 II 08-01445B.pdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes , Design Pressure: N/A Evaluation Reports Other: Maximum Span - 84", Impact resistant up to Wind FL18504 R2 AE 512069B.ndf Zone 3. Created by Independent Third Party: Yes 18504.3 M-2285 Horizontal Mullion M-2285 Horizontal Mullion Single, Twin or Triple with Transom Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 R2 II 08-01834B,pdf Approved for use outside HVHZ: Yes Verified By: Luis R. Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum span - 120", Impact resistant up to Wind FL18504 R2 AE 512521B.pdf Zone 3. Created by Independent Third Party: Yes 18504.4 M 2285 Vertical Mullion M-2285 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ:,No FL18504 R2 II 08-01833B.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 84", Impact resistant up to Wind FL18504 R2 AE 512520B.odf Zone 3. Created by Independent Third Party: Yes 18504.5 M-2300 Horizontal Mullion M-2300 Horizontal Mullion, Single or Twin with Transom Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 R2 II 08-01907A.pdf Approved for use outside HVHZ: Yes Verified By: Luis R. Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 120", Impact resistant up to Wind FL18504 R2 AE 512602A.pdf Zone 3. Created by Independent Third Party: Yes 18504.E M-2300 Vertical Mullion M-2300 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 R2 II 08-01906B.pdf Approved for use outside HVHZ: Yes Verified By: Luis R. Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 84", Impact resistant up to Wind FL18504 R2 AE 5126016.pdf Zone 3. Created by Independent Third Party: Yes 18504.7 M-2301 Horizontal Mullion M-2301 Horizontal Mullion Single or Twin with Transom Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 R2 II 08-02834.pdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 120", Impact Resistant up to Wind FL18504 R2 AE 513629.pdf Zone 3. Created by Independent Third Party: Yes Back Next https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2f`/`2ftCO... 1 /27/2018 Florida Building Code Online Page 3 of 3 Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487-1395. *Pursuant [oSection45S.275(i), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee underChapter455, F.S., please click here . Product Approval Accepts: M W l ER to Credit Card Safe Ihtt-c•//xarnuxrf flnridnhi1i1Ci1119.0r9/nr/or aap dtl.aspx?param=wGEVXQwtDgs9%2f%o2ftCO... E/27/2018 PP.I'lI1UCT SHOWN HEREIN I] DESIGNED AND MANUFACTURED TO iM6l_Y WITH REOUIEEMENFL, (jr THE FLORIDA BUILDING CODE. Wlra)f! I PAVIN(, TO BE AND ANCHORED TO P'ROPEP,LY TRAIN <-:FEFT ALL LOADS To STF'I;CTURE. FRAVINS IS THE G'ESPC'N SIPILITT OF THE ARCHITEC I OR ENGINEER OF RECORD. 1:1 WFL - S;fR17S IN".PtA7=•E OF 1/3 WAS NrIT USED IN THE DtSIGi\l OF THE PRODUCT SHf-10AN HEP.EIN, WIND LOAD DURAFION 1=ACTC)R T'd=i.6 WAS USED FOR WOOD ANCHOP CALCULATIONS. APPROVED IMPACT PROTECTIVE 'SIL T@M NOT RE(IIIREU FOR THIS PFODUC:T IN WIND BORNE DEFG'IS REC,!OINS UFTO WIND ZONE 3. S) DESTG nI PRESSURE AND N_•TAi_L.ATION DETAILS SHOWN IN THIS r; i,;-LIMENT APPLY ONLY TO MULUOrI. WINDOWS MU`.T BE APPROVED U T1CrER _IPAE.4TE API'ROVAI.. wr l_F WINDOWS TO EE MULLED ARE. 1NC'T LIMITED T(-j THOSE i Tkl=, DRAWL,,I,.. MUST BE MArd IL `r 4r"IIR D BY MI T Alf)OIiRS, liar. RI-`- lSURE ("1F M,J'1 ..1...1-1 PNIN sFl ",L1 3_1 CONI Ff i7Ll_ED B`r THE F; ItiN TFF -JS F „F T I: 11-i-k-IN Ii iDIVT[!JAL r! L T e-. -IrI; _E 1 1L Ar. 16! v -I:f;E @BCE Ilv rJp;li(i"1. E:_ UIRED DESI-_ J Fl(.)RIFA BUILDING t.JDE DETEPl JINE TRIBUTARY WIDTH AND VIULUCIN SPAN FJASED ON T BE 1INSTALLED. tSEER!J:ULA FOR TRIBUTARY WIDTH. TE IVULI-ION SPAN (UNIT HEIGHT; AND TRIBUTARY WIDTH- AT IV! ERSEC:TION OF ROW AND COLUMN CONTAINING THE MULLION ND TRIDUTAR) WIDTH RESPECTIVELY IS THE MUI_I_IOIN RATING PRCJL: I ICI IN STEP RATINC, MU=,T LIE FOUAI_ 1IR C,REA[` R TRAIN REQUIRED II1TfE_ SIJF'E OBTAINED !N "SEP' :. TI IITARY WIDTH .= W - N- RE VicI, N'i DESC RIPiII?N — REVISED INSTALLATION DETAILS REvTSED ANCHORING NOTES ANCHORING NOTES: 1) FOR ANCHORING INTO WOOD FP.AMING OR 2X BUCK USE # 10 WOOD SCREW WITH SUFFICIENT LENGTH TO AC:H'IEVE .4 1 3/•3 • MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 2) FOR ANCHORING INTO CONCRETE USE 3/16' ELCO ULTRACON TAP . CN WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 4. 3) FOR ANCHORING INTO METAL FRAMING USE # 10 SMS OR SELF DRILLING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAIL'S. 4) ALL FASTENERS TO BE CORROSION RESISTANT. INSTALLATION ANC' SIRS IHALL BE INSTALLED IN ACCORF)AN E WITH ANC t R lNN.JFA.(. F S " `I -TAL L4TIOti INSTRUCTION` AN-D ANSHALL NOT BE U-ED Ihl SUBSIRATES WIT . SI - N.;THS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOO iIyIMUIU SPEC 1 I(, t A1,I I O G 0:4 P ION RE E - MINIMUM C.UMPRE_` JE 'IRE_,H 0_ 3 C(I PSI A4,OlLr EE EINCTH I (FIF(RMANCE TO ASIM C- lU ,P.ADE IJ, E r LREA R). D METAL STEEi L UC.4 ,0`16.J FI- 33<S/FU `i71<S! i)R ALUMINUM 5063—T5 FU-30!`--1 0G25 THICK MINIMUM. TABLE OF CONTENTS SHEET NO. DESCRIPTION I TNuTE S C-ONFiGURATIONS AND DP CHART INSiALL,4T10N DETAILS 4 - , PONENTS MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030 M-1926 VERTICAL MULLION 84" MULLION SPAN NOTES DRAWN: DWG N0. V.L. 08- 01 445 Sf4EE NTS "E 01 /1 1 /1 2 '"`Ei 1 OF 4 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllomas@Irlomaspe. com DOTE li `/EEC U=/ I O/ 1 7 F.L. SIGNED: 10/1712017 RI iL oZi// a .ANC E N 0 _; SFF ; 0 TAT:/ 0 REv i E0R10:• NZONM Luis R. LorrTas P.E. FL No 62314 REm _.ii!Nj n 17 3/' L._ 107 3/8 R[v o rv1nN I_ r. C WIDTH I ;GI FINED h DTH 1 COUBINED WIDTH - A REVhED INSTALLA JL iA1L: 7 T CI iN i . I Lg 'EVISFUCV . II -! WINDOW I ; - F AM WINDOW, (WINDOW L WINDOW' ( WINDOW Hr. (H I l -- _ (WINDOW 11F 7 _ 1- 107 3/ 3' i_OMuINED WIDTH WINDOW11 WINDOW l / /WINDO W, . 1 L_ W_, - 107 3/ S" r COMBINED WIDTH. span (in) 18.13 25.50 36.00 42.00 48.00 52.13 25.00 120.0 120. 0 120.0 120.0 120.0 10.0 37.38 120, 0 120.0 120.0 120.0 120.0 120.0 49.63 120.0 98.3 81.2 76.9 75.2 75.1 62.00 96.4 73.6 58.4 53.7 50.7 49.4 65.63 90.2 68.6 53.9 49.3 46.3 44.8 72.00 81.0 61.2 47.6 43.2 40.1 38.6 84,00 62.1 1 45.0 33.1 29.1 26.3 24.9 107 3/ 8" COMBINED WIDTH w 1 -{ F--- w 2 II 3 .. /// rFRAMEWIND INWINDHEIGHT(MULLIONSPAN) W 1 ij 107 3/8' t:COMBINEDWIDTH 107 3/ 3" COMBINED WIDTH W1 W2 rWINDOWFRAME HEIGHT WINDOWWINDOWMULLIONSPAN) W 2 - 107 3/ 8' COMBINED WIDTH APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107318"AS SHOWN HEREIN. span (in) 18.13 25.50 36.00 42.00 48.00 152.13 25.00 120.0 120.0 120.0 120.0 120.0 1 120.0 37.38 120.0 120,0 120.0 120.0 120.0 120.0 49.63 120.0 109.2 90.2 85.4 83.5 83.4 62.00 107.1 81.8 64.8 59.7 56.3 54.8 65.63 100.2 76.2 59.9 54.8 51.4 49.8 72.00 90.0 68.0 52.8 48.0 44.0 42.0 84.00 62.1 45.0 33.1 29.1 26.3 24.9 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030 M-1926 VERTICAL MULLION 84" MULLION SPAN CONFIGURATIONS AND DP CHARTS DRAWN. DWC NO, V.L. 08-01 445 SCALE NTS DA" 01/11/12 S.EE'2 OF L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688- 0609 r110maSCia lrI0maSPe-m SIGNED: 1011712017 Luis R. Lornas P.E. FL No.: 52514 MASONRY/CONCRETE BY OTHERS a Yf MIN. 1EMBEDMENT li II III I J I` hIry - 3/16 ELCO ULTRACON IAPCnnI L JiLr-::u -\ - _ECT5796 r I I P SECT M- i976 MULLION f 1 — CT57 6 d- I IuI III p I i I vd„ D :SCREW 1 3/5' MIN. EMBEDMENT bhlll WOOD FRAMING/ cE 2X BUCK E'I OTHERS VERTICAL CROSS SECTION MASONRY/CONCRETE AND WOOD FRAMING INSTALLATION 112 MIN I EDGE DISTANCE t- VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION REVISIONS REV DE-,CRIPIION LAZE 4Pf ; :.vf C A REVISED INSTALLATII;N DETAILS 10_/07/Ili R.L. 6 REVISED ANCHORING NOTES C15/10/ 17 F.L. SECT M-1926 MULLION I NC, TAL STRUCTURE BY OTHERS SECT5796 OR MT000022, CLIP 4,91\ SECT5796 OR I I,J MT000022 ir< CLIP CLIP INSTALLATION MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030 M-1926 VERTICAL MULLION 84" MULLION SPAN INSTALLATION DETAILS DRAWN: DWG NO. V.L. 08-01 445 SCALE NTS DATE 01 / 1 1 / 12 111E 3 OF 4 L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE. NC 27023 434-688-0609 rllomas@Irlomaspe—m SIGNED: 1011712017 TAT E of v 0. REn S< ORIDQ: B Luis R. Lomas P.E. FL No.: 625,14 I S/4 I ii SECT M-1926 MULLION ALUMINUM 6063-T5.125" THICK I /4.. I I I 1 I I 3 /4 I MT000022 CLIP 16GA (.063" GALVANIZED STEEL 0I/4 2 7/8" SECT5796 CLIP \-- 2X 01/4' FOR CONCRETE INSTALLATION ALUMINUM 6063-T5 .125" THICK 3 3/4 I I 3/0" I SECT5796 CLIP FOR CONCRETE INSTALLATION ALUMINUM 6063-T5.125" THICK 2" 2 7/8 3 3/4,. 2 1/4.' 3/8" I L- 7/8" 2X 01/4" 1 1 1/2 1 I/? n SECT5796 CLIP FOR WOOD FRAMING INSTALLATION ALUMINUM 6063-T5 . 125" THICK RE VIjIGNS REV DESCRIRTIDN DATE I ARI"•...EI` A REVISED INSTALLATION DETAILS 06/07/15 R.L. B REVISED ANCHORING NOTES OS/ 10/ 17 R.L. - _-- MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030 M-1926 VERTICAL MULLION 84" MULLION SPAN COMPONENTS DRAWN. DWG ND. V.L. 08-01445 SCALE NTS I DACE 01/11/12 1SNEE14 OF 4 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE. NC 27023 434-688-0609 Nomas@a lrlomaspe—m SIGNED: 10/1712017 TATE REV FS,ORO. I/ 0NA l aX\\\ Luis R. Lornas P. E. FL No: 62514 Florida Building Code Online Page 1 of 2 BCIS Home i Log In User Registration c Hot Topics ; Submit Surcharge Stats & Facts Publications FBC Staff '? BCIS Site Map ( Links Search I Florida Product Approvaldr40.USER: Public User r L, , P Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL16544-R3 Affirmation 2017 Approved Alpha Aluminum, Inc. 1710 Premier Row Orlando, FL 32809 407) 509-2008 alphaaluminuminc@yahoo.com Luis Lomas rllomas@lrlomaspe.com Panel Walls Soffits Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Luis R. Lomas PE-62514 07/30/2023 Steven M. Urich, PE l Validation Checklist - Hardcopy Received FL16544 R3 COI FLCOI.pdf Referenced Standard and Year (of Standard) Standard Year ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity , -Yes 'No II littps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgvgqu2w%2bn... 1 /27/2018 Florida Building Code Online Page 2 of 2 FL16544 R3 CDC FL16544-R3-COMP.pdF Product Approval Method Method 1 Option D Date Submitted 01/12/2018 Date Validated 01/12/2018 Date Pending FBC Approval Date Approved 01/14/2018 Summary of Products FL # Model, Number or Name Description 16544.1 Alpha Aluminum Solid & Vented Alpha Aluminum Solid & Vented Aluminum Soffit/ CMU & Aluminum Soffit/ CMU & Wood Wood Limits of Use Installation Instructions Approved for use in HVHZ: No FL16544 R3 II 08-02198A.pdf 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 INSTALLATION INSTRUCTIONS FOR FL16544 R3 AE 512914A.pdf DESIGN PRESSURE RATINGS. Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. `Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee underChapter455, F.S., please click here . Product Approval Accepts: SGGltrii' gSCTItIGt,"y, https://www.floridabuilding.org/pi-/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bn... 1 /27/2018 17._ I I 3 23/REMSIONS 32 - — --- --- -- REV DESCRIPTION DATE APPROVED 11/ 32" 1 /8.• --- - - - ------ A REVISED DIMENSIONS AND MATERIAL GRADEI 11/13/14 R.L. 9/ 32" — ------ aa ar aac ouo ooa— aaa ooa uuu; uao aoo o o o ouu aau 16 5/8" 4 9/32" 7/8" 4 9/32- 7 7/ 8"I- 16" ALUMINUM SOFFIT- SOLID AND VENTED CD3105 H28 ALUMINUM .012" THICK VENTED VERSION VENTED AREA: 20.251N-/LINEAR FOOT DESIGN PRESSURE RATING IMPACT RATING 54. 2PSF NONE WHEN INSTALLED IN 12" OVERHANG DESIGN PRESSURE RATING IMPACT RATING 38. 4PSF NONE WHEN INSTALLED IN 16'OVERHANG DESIGN PRESSURE RATING IMPACT RATING 31. 1PSF NONE WHEN INSTALLED IN24"OVERHANG 1/ 2" T 1' TABLE OF CONTENTS SHEET NO. DESCRIPTION i PPOFILES AND NOTES 2 - 3 1 INSTALLATION DETAILS AND COMPONENTS NOTES: i. THE PRODUCT SHOWN HEREIN IS DESIGNEDANDMANUFACTURED TO COMPLY WITH 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 RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3, ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4. FRAME MATERIAL: COLD ROLLED FORM ALUMINUM 3105-H28. S. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 1 3/4' TRIM PAINTED STAINLESS STEEL NAILS WITH 1/4" HEAD DIAMETER, 3/4"X1/4" CROWN OR 3/8"X3/8" STAPLES. REFER TO DETAILS A. B, C, AND E FOR MINIMUM EMBEDMENT AND SPACING. 6, FOR ANCHORING INTO MASONRY/CONCRETE USE .097" DIAMETER T NAILS OR STUB NAILS REFER TO DETAIL D FOR MINIMUM EMBEDMENT AND SPACING. 7. ALL FASTENERS TO BE CORROSION RESISTANT. 8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). SIGNED: 1211112014 ALPHA R II L0 1//1:71oPREMIERURDWNC9s' ORLANDO, FL32809w••NGENS 0 g51 16" ALUMINUMSOFFITPROFILESAND NOTES TT TllccE 4Ax fOR1GP'G\' DRAWN: Ow0 N0. REV 08 er 98 A slONAl1Ea` y0 SCALEDnreNTS08/05/13 1 OF 3 BILL OF MATERIALS NO.:I PART NUMBER DESCRIPTION I MANUFACTURER 1 ISOFFIT ALPHA ALUMINUM INC 2 IFCHANNEL ALPHA ALUMINUM INC FRAME BUILDING BY OTHERS SEE r DETAILS A, B AND C SHEET 3 12" OVERHANG 12" OVERHANG INSTALLATION DETAIL U F CHANNEL 3104-H2B ALUMINUM .012- THICK 7 FRAME BUILDING BY OTHERS SEE I - SEE SEE - DETAIL r DETAILS DETAIL E SHEET 3 ! SH B AND C SHEET 3 EET 3 16* OVERHANG 16" OVERHANG INSTALLATION DETAIL REVISIONS DESCRIPTION '{ j'' DATEPIL PROVED REVISED DIMENSIONS AND MATERIAL GRADE'J 11/13/1 FRAME BUILDING BY OTHERS EXTERIOR 1 X FURRING SEE STRIP SEE DETAILS A, 9 AND C DETAIL E SHEET 3 SHEET 3 SEE DETAIL D. SHEET 3 12" MAX O.C. 24" OVERHANG 24" OVERHANG INSTALLATION DETAIL ALPHA ALUMINUM INC. 1710 PREMIER ROW ORLANDO, FL 32809 16" ALUMINUM SOFFIT INSTALLATION DETAILS DRAWN: DWG NO. V.L. 1 08-02198 DAL' NTS DA'F 08/05/13 1SHEET OF 3 SIGNED: 1211112014 ILr0// i G E N S' 9Lp TAT1iC 0 F 0,- F ORtOP •GN 1 1/4" MIN EMBEDMENT 1 3/4" TRIM PAINTED SS NAIL W/l /4" HEAD DIAMETER LOCATED 24" MAX O.C. z - 1 3/8" MIN EDGE DISTANCE DETAIL A WOOD FRAMING INSTALLATION W/ F CHANNEL AND NAILS 3/4"X1/4" CROWN STAPLES LOCATED 24" MAX O.C. IN DIAMOND PATTERN WOOD FRAMING INSTALLATION W/ F CHANNEL AND STAPLES 5/8" MIN EMBEDMENT T NAIL OR STUB NAIL 097`' DIAMETER LOCATED 24" MAX O.C. b- /--------- ----- --------------- ------ 3/8„ Iv11N EDGE DISTANCE 91 li DETAIL C OO MASONRY/CONCRETE INSTALLATION W/ F CHANNEL AND NAILS r nnuvu ar nrr nvo /nun l eury 24"OVERHANG 3/8" j BETWEEN Illl STAPLES 3/8" BETWEEN STAPLES DETAIL F STAPLE DIAMOND PATTERN REVISIONS DESCRIPTION DATE APPROVED DIMENSIONS AND MATERIAL GRADE. 11/13/14 R.L. FASCIA TRIM 1 3/4" TRIM PAINTED SS NAIL W/l/4" HEAD DIAMETER 1) PER PANEL. 1" MIN 3/4"X1/4" CROWN .STAPLE EMBEDMENT 1) PER PANEL 3/4"X1/4" CROWN STAPLE OR 3/8"3/8" STAPLE LOCATE (X1)AT EACH GROOVE 1/4" FASCIA LIP / `— 1 3/4" TRIM PAINTED SS NAIL 3/8" MIN W/l/4" HEAD DIAMEIER EDGE DISTANCE LOCATED 24" MAX C.C. DETAIL E WOOD FRAMING INSTALLATION FASCIA SIDE SIGNED: 1211112014 ALPHA U tP, O PREMIER ROW S L0 // 9cP iORLANDO, FL 32809 XGENSF 05511/rrINSTALLATION 16" ALUMINUM SOFFIT DETAILS 4,T r OIF f DR1a G DRAWN: OWG NO. Rtv'cP o8 98 A ONALtE\\ v s ALE onrE 50EET NTS08/05/13 3 OF 3 Florida Building Code Online Page 1 of 2 x%yj shy BCIS Home 1 Log In User Registration ; Hot Topics ; Submit Surcharge Stats & Facts Publications f FBC Staff SCIS Site Map ( Links Search cz ' Product Approval USER: Public User ra'rer:(5{sr Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL5444-R12 Application Type Revision Code Version 2017 Application Status Approved Comments Archived [j Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610) 893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Harrier mark.d.harner@saint-gobain.com Technical Representative Mark D. Harner Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark.D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L_i Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE J Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL5444 R12 COI 2017 01 COI Nieminen.odf Standard Year ASTM D3161 2016 ASTM D3462 2010 ASTM D71S8 2011 https://www.floridabu11ding.org/pr/pr_app_dt1.aspx?param=wGEVXQ WtDgtah 1 g07CSso... 1 /27/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 09/07/2017 Date Validated 09/12/2017 Date Pending FBC Approval 09/15/2017 Date Approved 12/12/2017 Date Revised 01/24/2018 Summary of Products FL # Model, Number or Name Description 5444.1 CertainTeed Asphalt Roof Shingles 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural asphalt roof shingles Limits of Use Approved for use in HVHZ: No Installation Instructions FL5444 R12 II 2017 09 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R12.12dfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section S for Limits of Use Evaluation Reports FL5444 R12 AE 2017 09 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R12.pdf Created by Independent Third Party: Yes Back Ne:t Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487. 1395. `Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee underChapter455, F.S., please click here . Product Approval Accepts: Credit. . Safe 4securitytis ritcst F.. t - -M AM https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtali 1 gO7CSso... 1 /27/2018 QOTRINITYIERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610)651-5847 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization N9503 353 CHRISTIAN STREET, UNIT 413 OXFORD, CT 06478 203) 262-9245 Evaluation Report 3532.09.05-R13 FL5444-R12 Date of Issuance: 09/22/2005 Revision 13: 09/05/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. T Florida Registration No. 59166, Florida DCA ANE1983 O,wr N alssp` The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 09/05/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity l ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen; P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. i TRINITY ERD ROOFING SYSTEMS EVALUATION: SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code and 6`h Edition 2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 OSNK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D71S8 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 ULLLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 ULLLC ( TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D71S8 4786570717 12/16/201S ULLLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D71S8 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1113 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; 610) 651-5847 Revision 13: 09/05/2017 Page 2 of 12 CTRINITY ERD 4. PRODUCT DESCRIPTION: 4.1 CT20'" XT'" 25, XTT" 30 and XTT" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'", Belmont®, Belmont° IR, Carriage House Shangle°, Grand Manor Shangle®, Landmark Landmark" IR, Landmark'" Pro, Landmark'" Premium, Landmark" TL, Landmark*" Solaris and Landmark TM Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate*" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shaker", Presidential ShakeT" IR, Presidential Shake TLT" and Presidential SolarisT" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 HatteraST", Highland SlateT" and Highland SlateT" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 PatriotT" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle RidgeT", Shadow Ridge*", Cedar Crest—, Cedar Crest— IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity]ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use within FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones UP to Va,d = 150 mph (V lt = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to Vasd = 150 mph (Van = 194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Solaris—) exceeds the calculated uplift force (FT) at a maximum design wind speed of V,,d = 150 mph (Vast = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20- 3. Evaluation Report 3532.09.05-1113 Exterior Research and Design, U.C. Certificate of Authorization #9503 6T" EDITION (2017) FBCRevision 13: 0NON- HVHZ EVALUATION F9/05/2017 CertainTeed Asphalt Roof Shingles; (610) 651-5847 3 of 12 Pagee3of12 TRINITYERD 6. INSTALLATION: 6. 1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer' s minimum requirements. 6. 1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905. 2.3. 6. 2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6. 2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507. 2.6 or R905.2.5. Staples are not permitted. 6. 2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6. 3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. f "'' - .`. iYam' _ . # X 6. 4 iGT2U'"XT'""r25 XT30,:XT'3R. '. .. y -wx5L .. rc._ OVAND V ENGUSH; 5: 51e" (1A5n 5 l,?loi Noi RtaatMETRIC 6 1., 17.1 112,11 1 ( 000) S6 )ant:— 1 (25 ipm)-y poll f 13? 1a" -e- 13?/s' 13./s" -:j 1"( 257rim): Sealant 1"-(25tipn), t Usefour: nalls and_six-spots of asphalt roofing cement'. for every,Tull shingle ( Figure 11_4). Asphalt°roofing cement meeting"ASTM D45•86 7Ve' t1is suggested, 1 Rooting Cement Apply ' 1" (25 mmi'spots of asphalt rooting cffnent un preach tab Cotner: Figure 119: U Jour nrirls card sir ipok of asphalt cement orrsteep slopes CAUTIOM" Excessive use, of roofing cement can cause;shingles to blister: Figure=• 14-.3 -Use;jour.'nWhAr MUM [ shingle, 6. 4.1 Hip & Ridge for CT20'" XT" 25 XT'" 30, XT'" 30 IR: Cut Shingles 1.. - i- 2., ( ) Remove r 25mm) 11 t-i _1f 12"(303MO) F oh t2" `25 Cap Cap Cap 305 mm} \W Shingle Shingle Shingle 55 Shoo Q ao l Figure'11- 24: Gut krbsi then trim back to make cap shingles English dimensions shown). l5 Figure 11- 2,5: Installationo%caps along the hips and ridges. 6.4. 1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NPS'"" adhesive or Henkel "PL° Polyurethane Roof& Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-1113 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 4 of 12 6.5 6.5.1 LOW AND STANDARD SLOPE Use SIX nails for every full shingle located as showm below. nail Line Nall trail Line i' (25 mm) 1' (25 mm) Ffqure 2: 6`se si.r nails for etrrp full shingle. TRINITY ! ERD STEEP SLOPE Use WX nails and FOUR spots of asphalt roofing cement for every NO shingle as shown below:.Apply asphalt roofing cement 1"(25 nun) from edge of shingle..Asphah roofing cement meeting ASTMD 4586 Type 11 is suggested. Hip & Ridge for Arcadia'": Cedar Crest'", Cedar Crest'" IR T 1'( 25 M) 1'(25mm)- LOL, C Figure 3: Use six nails and four spots of asphalt roc fug cement on steep slot)es. Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic® NP1"" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line % to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. 8' 12' m) -- 03 mm)posA ` — ( 5 m ut t- 1 L" 1S tt`m mml Hand - sealing adhesive 4" 1/ 4" 3/4' —- 14 1" Dab of asphalt cement between 1„ shingle layersExteriorResearch and Design, LLC. Evaluation Report 3532.09.05-1113 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 5 of 12 O TRINITY i ERD 6.6BELMONTOR BELMONTIR t Low and Standard Slope Steep Slope (greater than 21:12): 2:12 to 21:12): Use SEVEN nails and EIGHT spots of Use FIVE nails for every full Belmont shingle, asphalt roofing cement" for every full located as shown below- Belmont shingle- Apply asphalt roofing cement 1" (25mm) from edge of shingle_ St8' n 6 nsrtr) o Addi ianal nails if requimd. T 5i8' (16 Mn) See below. Asphalt roofing cement meeting ASTM D4586 Type 11 is suggested- i f 1`(25MM) RmfingG-.,mt 6.6.1 Hip & Ridge for Belmont® or Belmont® IR: 6.6.1.1 Option 1: For Belmont®, refer to instructions herein for Cedar Crest" or Cedar Crest'" IR hip and ridge shingles. For Belmont® IR, refer to instructions herein for Cedar Crest" IR hip and ridge shingles. 6.6.1.2 Option 2: For Belmont®: Shangle® Ridge Figure 17.18.- Sbangle' Ridge. 18 Exposure Remove,tape from the right side and_fasten Fasten tfie 1 left.side RIGHT FIRST LEFT P.Igure 17-19:1t;stallatton bfSbdngleO Ridge sbingles on bips and ridges.. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic° NP1"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design,LLC. Evaluation Report 3532.09.05-1113 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13:09/05/2017 Page 6 of 12 6.7 6.7.1 6.8 LOW AND STANDARD SLOPE Use fire nails for every full Shangle. 25mm) SB" 18„ 16 rnm) ) I7gtrrit / T-': Use f cc Trails for eirfy jolt `Grand Alrriror Sliairgfe., Camfaye7lptrse SBnngle, Or (,enfentrlalSlale F) o i TRINITYIERD Use seven nails and thnv spots of asphalt roofing cement for every. full Grand Manor Shangle. Use five nails and three spots of asphalt, roofing cement for every hill Carriage house Shangle and Ceatennlal Late. Apply asphalt roofing cement 1' (25 mm) from edge of shingle Figure /? - 5). Asphalt roofing cement meeting ASf,N D4586 T4Tie 11 is suggested. M ' 10' 1-F10-040- .111.00,0000004M16 mml l l\ 25 iNn) Figure 17-5. Wben instaffing Grand Alanar Sbangles an steep slofes, useseven nails and three spots ofaspball roofing content. Hip & Ridge for Carriage House Shangle® and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles IOW AND STA1ibARDSfOP.E' METRIC DIMENSIONS 12"' 143% 4" 1T I 17.( 5m) Relas Tape 1":(25 mm) yI 1112" NaMbleT Atea LANDMARK TL NorthGate: FBI, ' poor Figare 13- 4: Use jots nails for'ereg f ill'sM!,gle WIDE NAILNG AREA tr 143t4' Ir I+ (306 nun)—-1-— (375 mm) (305 mm) i NaBrg Lim 1' (25 mm) Upper nal the L r ( 25 mm)—.- aver nail Ire py y Nang areas for low and standard dopes (from 2:12 to 21:12) Nal between upper G lower Frees as shown above. Exterior Research and Design, LLC. Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 Evaluation Report 3532.09.05-R13 FL5444-R12 Revision 13: 09/05/2017 Page 7 of 12 STEEP SLOPE Use six nails and four spots of asphalt roofing cement for every full LANDMARK TL laminated shingle. See below. Asphalt roofing cement should meet AS Nf D45861}1)e IL Apply I- spots of asphalt roofing cement unde. each corner Wd at about 12' to 13' in from each edge. 13?tz"— 343 mm) i METRI( DIMENSIONS 1"(25MIT) I r(305 12"---143/4" --12" MIT)- (375 mm) (305 MIT) 25 mm) a:kcsv.z srmru+sc ... I-1"(25 mrn) Release Tfaoe 1 '(25 mm) N , , 9b— ZIOR M FBI W1 I I = FRIO M STEEP SLOPE NAILING AREA i NorthGate: 12" 14-3/4" TRINITY IERD 13112"- 330:mm) ' (343'mm) 1"(25 mrn)--- Figure:135--,W s(.x irq{!s ahelfoiiiApd,1;6f a fihalt.toofing—n-1 on steep slopes 12" Nailing areas for steep slopes (greater than 21:12) and "Storm -Nailing" Nail between lower 2 nail lines as shown above. 6.8.1 Hip & Ridge for Landmark*"". Landmark'" IR. Landmark'" Pro. Landmark`"" Premium. Landmark" TL Landmark" Solaris, Landmark"' Solaris IR, NorthGate: 6.8.1.1 Option 1: Shadow Ridge'"' or NothGate Accessory 12' 305mm) (250rhm) 6'— I 6'— 41sfm 41511E 150mm) (150mm) ( 125mm025mm) Notch for Notch for Centering Centering 12' i -1 13114' R 305mm) Notches for Alignment to ( 33Zmm) Notches for Alignment to the Top Edge of te Previous 7' the Top Edge of the Previous 7018' 180mm)' (196mm) Cap for 5' (125mm) Exposure i Cap for 55/8' (141mm) Exposure English Dimension L MetritDimension Shadow Ridge" Shadow Ridge`" Exterior Research and Design, L-C. Evaluation Report 3S32.09.OS-R13 Certificate of Authorization #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 8 of 12 9 27,'37 250MM) 15f16' (125 mm) Centering Notch Alignth-se / notches to top edge of previous Course NorthGate Ridge TRINITY i ERD 13 1/8" 4 333 mm)-- 6 5/8° —6 5/8"- 168 mm) 168 mm T Centering 75/F 13 t/4" `\ Notch 194 nrm) 337 mm) Align these 7 518" notches to top (194 mm) edge of I( previous course. NorthGate Accessory 12' posmin) Laying Notch figurer 13,-2o- Ussd-lg)' rtgnotches'to'-center sbtngles on.bips'-d. rfdges,; ivtd io. locbte'ibe.coirecf erposnre: 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP111"' adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'"" IR hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 9 of 12 6.9 LOW AND STANDARD SLOPF F,or low and standard slopes, use five nails for each full.Presidential shinde as shown. below. Nailing i 40' Guide Lines (1016 mrn) I 51/4' f ...._ 133 mm) 14 1t4° 1 112' 38 sin (362 mm) NOTE:"Apply nails on palk6d guideline, Figure 16-6: Fas"ine Presidential andlP-esid ikd rL SWe shingles on lotB'and standard slgXc I TRINITY! STEEP SLOPE: For steep slopes, use nine nails for each full Presidential shingle and apply 1 diameter spots of asphalt roofing cement under`each shingle tab. After applying 5-nails In between the .naWng guide lines,. apply 4 nails 1 above tab cutouts making certain tabs of overlying shingle corer nails. 1 1' diameter asphalt roofing ccrti0L Figure'16-7.-"Fastrating Nasidenti(d and-Preokniial.M-Shake sbiriglas :on; sleep. slopes; 6.9.1 Hip & Ridge for Presidential Shake", Presidential Shaker" IR, Presidential Shake TLT", Presidential SolarisT": 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL,ACC QjgY PiesidenU1 i,,acccsmr.y"sh ngtes;can,b:e Usti for covering.,hips;and ridgesc;tipply:sh'ingles,up..to the,rldge.(expose no more than T,fr.om: the bottom edge:,of'thei"tooth -?? sten,each accessory: with-two°:fag teners ; tie fasteners must.be 13 4- Jong o'r longer; so,(hey;penetrate: either 34' Into .the dec"k of completely through "the deck Pres_ lden_tial accessorycomeslin:two,differentzslies"Accessoryproduced.in " 3irmingham(<A7 zis 12<""x I<2 ;:Portland, 012;produces,.9'719" x 131/4 accessory.- 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1"' adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest", Cedar Crest`" IR hip and ridge shingles. 6.10 LOW, STANDARD AND, STEEP SLOPE: Figure 15 . Pastel{frig ilatieras-Wives on Mir and Stinidiird .7nioes:: for Im andstat Wrd slopes; use Gee nails for each full lhutems shingle as staum above. 9W Mo min) ft"m 154.' Faste,iing IfarlemsSM1101 on 9erP rotes For steep slopes; use Nttrads and eigta spots of asphalt roofing ofment for each full I lattice; shingle as shonm above. Apply I' 25mm) diameter spou of roofing cement (ASTM D 45861ype II suggested) under emit tab Corner. Press dingle Into place, do not expose cement. WITION: Too much oaring cement ami usage shingles to bhstec Exterior Research and Design, L-C. Evaluation Report 3532.09.05-1113 Certificate of Authorization #9503 GT" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 10 of 12 6.10.1 Hip & Ridge for Hatteras`"": 6.10.1.1 Option 1: Accessory for Hatteras 3 Flgure 1544. 18 t&i b piece-lrn is mparate t6 make 54 litttterns-Accessory shingles, 6.10.1.2 Option 2: Cut Hatteras Shingles 6.10.1.3 6.11 6.11.1 l TRINITY; ERD 9' -- 234 MM - I 18' 146 O 2000)tT L 466`mm} Cap, Cap papCa ' 5 Shingled Shin lsp9le" Figure 15-2o-Gut Hatteras sbingles.tb; make cover crap Figure 15-21. tnstcillatfoh-qf cdg ahng hips and tapes For ASTM D3161, Class F performance use BASF "Sonolastic® NP1'"" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. IGF LAND SLA74THIGHLAIVb SLAT R _n11 IOW AHDSTANDARD 3LQP)~ STEEP SLOPE Lse,FM nails and RIGHT spots ofasph"alt roofing cement` for Oath a»' -I PO t CM—) ° ,M lull lligldand We slitiigle. For.Nilaail-Dade, SIX nails are required. Apply 1 ` dlameter spoil of asphaltroofing cement under each tab Corner. Asphalt roofingcemen(ineebg AST.M U45861)ve TI is suggested. Figure 1 t-3: b1se FIVE mills far every Htgbiand Slate, sbfngfrz stimn:f)ado Wses SIX rmis (Ma rt3As insiaAatl ow: c]ar M to a—m Figure I1 U, Use mw nails and eigbi spots of aspbalt roofing cement under each tab earner. CAUTION: Escessh'e Use o[ 001111g cement Can cause shingles to blister. Hip & Ridge for Highland Slate", Highland Slate— IR: Refer to instructions herein for Cedar CrestT", Cedar Crest— IR or Shangle Ridge" hip and ridge shingles. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1113 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION 1`15444-1112 CertainTeed Asphalt Roof Shingles; (610) 6S1-5847 Revision 13: 09/05/2017 Page 11 of 12 6.12 LOW AND STANDARD SLOPE L;se FOLT nails for every full shingle located as shown heloiv. Iznt frUE + t i 6 rTj 1`(5crj i's5l i t%iilr¢r:) ~ rn? n) f rml -..I TRINITYI ERD STEEP SLOPE Use FOCIR nails and huu spots of asphalt roofing cement for every full shingle as shown below. ;1aph tlt roofing cement meeting ASTt41 D4586 Typc T[ is su¢gestcrt. Appt 1"(25 mm) spots of asplia ll roofing cement as shown. CAUTION: Isscessivc use of roofing cenien(can cause shingles to blister. Ti-- j ^- 1`12_—) _ — — — _ _ t'(i5 JRooling Cement 6.12.1 Hip & Ridge for PatriotTM: Refer to instructions herein for Cedar CrestTM, Cedar Crest— IR, Shadow Ridge—, NorthGate or Shangle Ridge— hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, L-C. Evaluation Report 3532.09.05-1113 Certificate of Authorization #9503 6T” EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-S847 Revision 13: 09/OS/2017 Page 12 of 12 Florida Building Code Online Page 1 of 2 t3 it`irmrcmu. tEK BCIS Home Log In User Registration Hot Topics Submit Surcharge ! Stats & Facts i Publications j FBC Staff # BCIS Site Map Links Search j I'f1`il r Product Approval USER_ Public Usera Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15216-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas@interwrap.com Authorized Signature Eduardo Lozano elozano@interwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 778)945-2891 elozano@ interwrap. com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer El Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 09/30/2019 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL15216 R3 COI 2017 01 COI Nieminen_pdf Standard ASTM D1970 (tear) ASTM D226 (physicals) Year 2015 2009 https://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgv'yVVKJZl Q... 1/27/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 10/10/2017 Date Validated 10/11/2017 Date Pending FBC Approval 10/15/2017 Date Approved 12/12/2017 SummarV of Products FL # Model, Number or Name Description 15216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Approved for use in HVHZ: No Installation Instructions FL15216 R3 II 2017 10 FINAL ER INTERWRAP RHINOROOF FL15216- R3.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: See ER Section 5 for Limits of Use. Evaluation Reports FL15216 R3 AE 2017 10 FINAL ER INTERWRAP RHINOROOF FL15216- R3.0 Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487. 1395. *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee underChapter455, F.S., please click here . Product Approval Accepts: 00K§R Credit Card Safe seCUhq'kffh & https://www.floridabuilding.org/prlpr_app_dtl.aspx?parain=wGEV XQwtDgv3yV V KJZ 1 Q... 1 /27/2018 QOTRINITYIERD EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada 551)574-2939 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140510.02.12-133 FL15216-R3 Date of Issuance:02/17/2012 Revision 3: 10/10/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6tn Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 a ,,.' ` The facsimile seal appearing was authorized by Robert Nieminen; P.E. on 10/10/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity) ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. t i TIRINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the following sections of the 6`h Edition (2017) Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.1.1, T1507.1.1 Unrolling, Breaking Strength, Pliability ASTM D226 2009 1507.1.1 Tear Strength ASTM D1970 2015 3. REFERENCES: Entity Examination Reference Date ITS (TST1509) Physical Properties 10OS39395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-006 03/14/2014 PRI (TST5878) ASTM D1970; Tear strength OCF-330-02-02 10/03/2017 ITS (QUA1673) Quality Control Service Confirmation 09/30/2017 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment available in 42-inch wide rolls, and can be produced in various other sizes; meets FBC 1507.1.1 (Exception). 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: Asphalt Wood Shakes Slate or Underlayment Shingles Nail -On Tile Foam -On Tile Metal Shingles Simulated Slate RhinoRoof U20 Of 71 YesTIN.oNaYes F Yes ION 5.6 Exposure Limitations: RhinoRoof U20 shall not be left exposed for longer than 30-days after installation. Exterior Research and Design, LLC. Evaluation Report 140510.02.12-R3 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL15216-R3 RhinoRoof Underlayments Revision 3: 10/10/2017 Page 2 of 3 C)o TRINITY l ERD 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. y"ht t + s °i „""'r" ,A u r t' i'i"'' 6 3 RhnoRoof'U20 .,'Is-.. 6.3.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed, taking into account the wider sheet - width for double -layer applications. 6.3.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.3.2 Single Layer; Roof Slope > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Double Layer; 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Qingdao, China 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc. — QUA1673; (608) 836-4400 END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report 140510.02.12-R3 Certificate of Authorization N9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL15216-113 RhinoRoof Underlayments Revision 3: 10/10/2017 Page 3 of 3 Specialty Structural (-=nc)Ineerinq CWCK, Inc. Certificate of Authorization #8064 Evaluation Report MMI-2" Off Ridge Vent Ridge Vent Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval FL 16568.1111 Florida Building Code 5th Edition (2014) Per Rule 61G20-3 Method: 2 - B Category: Roofing Sub - Category: Roofing Accessories that are an Integral Part of the Roof System Product: "MMI-2" Off Ridge Vent Material: Steel Support: Wood Deck Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Youry Demosthenes Report No. 14-104-MM12-StORV-ER-14 Date: 2 / 26 / 1S Contents: Evaluation Report Pages 1— 7 USF.s"-ftM L. BUC Illii r rf No 31242 o *f x= O srarE OF 0 WO ONAL' ` S' Dig"14r Signed by. tames l Buckner, P.E. 2015.03.02 10:57:51-05'00' CBUCK, Inc. 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net FL #: FL 16568.1 R1 Date: 2 / 26 / 15 g neering Report NO.: 15-104-MM2-St0RV-ER_14N. t Page 2 of 7 0MMOMMU= Specialty Structural Engineenrinq CBUCK, Inc. Certificate of Authorization #t8064 Manufacturer: Millennium Metals, Inc. Product Name: MMI-2" Off Ridge Vent Product Category: Roofing Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/System MMI-2" Off Ridge Vent Description: Steel off ridge vent for shingle roofs mechanically attached to Plywood Deck. Product Assembly as Refer to Page 4 of this report for product assembly structural components: Evaluated: 1. Off Ridge Vent 2. Fasteners B. Roof Cement Support: Type: Wood Deck Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: 15/32 (min.) or greater plywood, or Wood plank (min. specific gravity of 0.42) Slope: 2 : 12 or Greater Performance: Wind Uplift Resistance Design Uplift Pressure: - 75 PSF Allowable design pressure for allowable stress design (ASD) with a margin of safety of2to1. FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM2-St0RV-ER_14 Page 3 of 7 Specialty Structural EngineEnring CBUCK, Inc. Certificate of Authorization #8064 Performance Standards: The following test protocols were performed to demonstrate compliance with the intent of the code as this product is not addressed specifically in the code. ASTM E330-02 — Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference Code Compliance: The _product described herein has demonstrated compliance with Florida Building Code,5th Edition (2014), Section 1709.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements of Scope: the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and • Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation_ report for "Optional Statewide Approval" contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval". Option for application outside "Limitations and Conditions of Use' Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. Refer to applicable building code section for ventilation requirements. Design of support system is outside the scope of this report. Fire Classification is outside the scope of Rule 611320-3, and is therefore not included in this evaluation. This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA 1824). FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM2-StORV-ER_14 Page 4 of 7 Specialty StructuralEngineering CBUCK, Inc. Certificate of Authorization #8064 Components/Materials Ridge Vent: MMI-2" Off Ridge Vent by Manufacturer): Material Type 1: Steel Thickness: 26 gauge (min.) Yield Strength: 40 ksi min. Corrosion Resistance`. In compliance with FBC Section 1507.4.3: ASTM A792 coated, or ASTM A653 G90 galvanized steel Nominal Dimensions: Width: 24" Height: 4-1/2" Lengths: 2' , 4', 6', 8' and 10' Fastener(s): Base Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Annular Ring Shank Roofing Nails Size : 11 gauge x 1-1/2" Corrosion Resistance: Per FBC Section 1506.5 Standard: Per ASTM F 1667 Alternate Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Hex -Head Wood Screw Size : 10 x 1-1/2" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.4 Roof Cement: Type: Asbestos -free asphalt based roof cement w/ SBS rubber Application Size : 1/4" thick minimum Standard: Per ASTM D 3019 Type III and ASTM D 3409 W FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 1S-104-MM2-StORV-ER_14 Page 5 of 7 Speciaity Structural Engineering CBUCK, Inc. Certificate of Authorization ##8064 Installation: Installation Method: Refer to drawings on Pages 6-7 of this report.) Prepare deck opening by trimming any shingles & nails that may interfere with ridge vent installation. Apply roof cement to the underside, back and side flanges of the ridge vent - Cement Cement should be a 1/4" thick and extend 2" onto roof underlayment. (Install cement in compliance with manufacturer's installation guidelines.) Position vent flange beneath loosened shingles and align with deck opening. Attach vent top, bottom and side flanges to deck with -nails or screws spaced 4" o.c. and 1-1/2" from each end. . Minimum fastener penetration thru bottom of support, 3/16". Install the "MMI-2 Off Ridge Vent" assembly in compliance with the installation method listed in this report and applicable code sections of FBC 5th Edition (2014). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. ASTM E330-02 Uniform Static Air Pressure Difference Test Architectural Testing, Inc.(FBC Organization #TST ID: 1527) Report #: D0249.02-450-18, ReportDate: 8 / 29 / 13 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee # 423 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering F. BC Organization # ANE 1916) FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM2-StORV-ER_14 rzsuo1";'0,.' iangineering Page 6 of 7 Specialty Structural Eingineering CBUCK, Inc. Certificate of Authorization #8054 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck Profile Drawings 5-1/2" 12„ 4 1/2 in. 12-1/8" I 18-1 /4" 3„ Side View (Not To Scale) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws MMI-2" Steel Off Ridge Vent Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Lower Slope Front) Typical Side View (Not To Scale) Higher Slope Back) Spcaclalty Structural t=nginL-Prinq FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM2-StORV-ER_14 Page 7 of 7 CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck 1 1/2" o.c. j. . . . . . .. 4" o.c. Typical, Maximum Typical Fasteners) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Top Plan View (Not To Scale) Typical Fastening Pattern) Nominal Lengths 4 Ft. e 6 Ft. \ e e giry` S 8 Ft. sae • Ja Typical Ridge Vent Assembly Isometric View (Not To Scale) Base Flange Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Florida Building Code Online . Page 1 of 3 BCIS Home Log In j User Registration ; Hot Topics Submit Surcharge Stats & Facts '; Publications FBC Staff BCIS Site Map } Links Search j a ula Kra Product Approval USER: Public User Product ADoroval Menu > Product or Apolication Search > Application List > Application Detail t t FL # FL2197-R6 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Evaluation Entity Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code MiTek Industries, Inc 14515 North Outer Fourty Drive Suite 300 Chesterfield, MO 63017-5746 314) 851-7480 Ext7480 dwert@mii.com David Wert dwert@mii.com David Wert 14515 North Outer Fourty Drive Suite 300 Chesterfield, MO 630175746 314) 851-7480 dwert@mii.com David Wert 14S15 North Outer Forty Suite 300 Chesterfield, MO 63017 314) 851-7480 dwert@mii.com Structural Components Truss Plates Evaluation Report from a Product Evaluation Entity ICC Evaluation Service, LLC QAI Laboratories 01/01/2023 ICC Evaluation Service, LLC. FL2197 R6 COI Certificate of Independence for Evaluation.pdf Standard ANSI/TPI 1 Year 2014 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqvrTEx%2bbkf.. 1 /27/2018 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option C Date Submitted 10/19/2017 Date Validated 10/19/2017 Date Pending FBC Approval Date Approved 10/22/2017 Summary of Products FL # Model, Number or Name 2197.1 M18SHS Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Can use HVHZ per ICC-ES ESR-1988 Supplemental for the Florida Building Code Description 18 ga. super high strength truss connector plate Installation Instructions FL2197 R6 II Installation ESR-1988 October 2017.1)df Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL2197 R6 AE ESR-1988 October 2017.odf 2197.2 MII 16 16 ga. truss connector plate Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Installation Instructions FL2197 R6 II Installation ESR-1311 October 2017.0f Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Design Pressure: N/A Other: Can use HVHZ per ICC-ES ESR-1311 Supplemental Evaluation Reports FL2197 R6 AE ESR-1311 October 2017.odf for the Florida Building Code 2197.3 MT18HS 18 ga. high strength truss connector plate Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Installation Instructions FL2197 R6 II Installation ESR-1988 October 2017.1)df Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Design Pressure: N/A Other: Can use HVHZ per ICC-ES ESR-1988 Supplemental Evaluation Reports FL2197 R6 AE ESR-1988 October 2017.pdf for the Florida Building Code 2197.4 MT20 20 ga. truss connector plate Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Installation Instructions FL2197 R6 II Installation ESR-1988 October 2017.1)df Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Design Pressure: N/A Other: Can use HVHZ per ICC-ES ESR-1988 Supplemental Evaluation Reports FL2197 R6 AE ESR-1988 October 2017.odf for the Florida Building Code 2197.5 MT20HS 120 ga. high strength truss connector plate J Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Can use HVHZ per ICC-ES ESR-1311 Supplemental for the Florida Building Code. Installation Instructions FL2197 R6 II Installation ESR-1311 October 2017.odf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL2197 R6 AE ESR-1311 October 2017.pdf Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: A RR 12 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvrTEx%2bbkf .. 1 /27/2018 Excerpt from ICC-ES ESR-1311, Revised October 2017 INSTALLATION All truss plates are pressed into the wood forth e full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. Trusses must be assembled within the tolerances specified in ANSI/TPI 1, Chapter 3, Quality Criteria for the Manufacture of Metal Plate Connected Wood Trusses. ICC-ES Evaluation Report Reissued June 2015 This report is subject to renewal June 2617. lo vrrww.icc-es.orQ 1 (800) 423-6587 (562) 699-0543 A Subsidiary of the International Coe uncf DIVISION: 06 00 00-WOOD, PLASTICS AND COMPOSITES Section: 06 17 63--Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 www.mii.com.. EVALUATION SUBJECT: MiTek® TRUSS CONNECTOR PLATES: M-16, MI116, M-20, Mll 20, M-20 HS, Mll 20 HS, AND MT20HSTIA 1.0 EVALUATION SCOPE Compliance with the following codes: 2012, 2009, 2006 international Building Code (IBC) i 2012, 2009, 2006 international Residential Code (IRC) 2013 Abu Dhabi International Building Code (ADIBC)t tThe ADIBC is based on the 2009 IBC. 2009 IBC code sections referenced in this report are the same sections in the ADIBC: Property evaluated: Structural 2.0 USES MiTeke metal truss connector plates are used as joint connector components of light wood frame trusses. 3.0 DESCRIPTION 3.1 MiTek® M-16 and MII 16: Model M-16 and Model MII 16 metal truss connector plates are manufactured from minimum N A6 gage 10.0575 inch total thickness (1_46 mm)], 40 steel, with a G60 galvanization coating [0.0005 inch thickness on each side (0.013 mm)] and having a se - metal thickness of 0.0565 inch (1.44 mm): Slots 0,54 ch 13.7 mm) in length are punched along the perpendicular axis of the plates -The metal displaced by the slot is lanced and formed into two opposing teeth, protruding at right angles from the flat plate. Each tooth is diagonally cut, thereby forming a sharp point. The teeth are additionallyshapedintoatwistedconcaveform, facing the slot cutout area Teeth are 0.16 inch (4.1 mm) wide and 0.37 inch 9.4 mm) long, and there are 4.8 teeth per square inch 0.0074 teeth per square millimeter) of plate area. Plates are available in 1-inch (25.4 mm) width increments, up to 12 inches (305 mm), and lengthwise in 11144nch (31.7 mm) multiples. See Figure 1 of this report for details. 3.2 MiTek® M-20 and Mll 20: Model M-20 and Model Mll 20 metal truss connector plates are manufactured from minimum No. 20 gage [0.0356 inch total thickness (0.9 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating [0.0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0346 inch (0,88 mm). The plates have repeating 1-inch-square (25 mm) modules of teeth stamped out and formed at right angles to the face of the parent metal. Each module has four slots, 0,45 inch11Amm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot and resulting in each module having eight teeth. The transverse centerlines of adjacent slots are staggered 0.15 inch 3..8 mm) in a longitudinal direction. Longitudinal centerlines of slots are spaced 0:25 inch (6,4 mm). Each slot has a 0.33-inch-long (8.A mm) tooth at each end. Each tooth is formed with a symmetrical V-shaped cross section at its base, and twists approximately 22 degrees to its point. See Figure 1 of this report for details. 3.3 MiTek® M-20 HS, Mll 20 HS, and MT20HST"": Models M-20 HS, Mll 20 HS, and MT20HST11 metal truss connector plates are manufactured from minimumASTM No. 20 6A653 gage10.0356 inch total thickness (0.9 mm)], Grade 0, high -strength, low -alloy steel with improved formability ( HSLAS-F), with a G60 galvanization coating 0. 0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). Repeating 3144inch-by-14rich (19 mm by 25.4 mm) modules of teeth are stamped out and formed at right angles to the face of the parent metal. Each module has three slots, 0, 45 inch (11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot area, and resulting in each module having six teeth. Each module is separatedbya0;25-inch-wide (6.4 mm) strip of unpunched . steel. The transverse centerlines of adjacent slots are staggered 0.15 inch (3.8 mm) in the longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch 6. 4 mm). Each slot has a 0.334nch-long (8.4 mm) tooth at each end. Each tooth is additionally shaped, twisting an approximate 22 degrees to its point See Figure 1 of this report for details. 4. 0 DESIGN AND INSTALLATION 4. 1 General: All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, ther ed. nor e they to ed as of endorsement of he subjecnaf tot tabeconstruedasrejortrsentinghereportorarecommendationjortitstuse. herics or anyds no attributes by lspecifically CCEalufiar<on Sen ie, I.LCrexpress o implied, aas to any f nding or other matter in this report or as to any product covered by the report. Page 1 of 5 Copyright 0 2015 ESR-1311. 1 Most WidelyAcpfed and Trusted Page 3 of 5 TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (lblin2/PLATE) LUMBER SPECIES SG AA EA At EE M-16 AND Mll 16 Douglas fir -larch 0,5 .. 176 121 137 126 Hem -fir 0.43 119 64 102 98 Spruce -pine fir 0.42 127 82 75 107 Southern pine 0.55 174 126 147 122 M-20 and Mll 20 Douglas fir -larch 0.5 220 195 180 190 Hem -fir 0.43 185.- .... 148 129 145 Spruce -Pine -fir 0.42 197 144 143 137 Southern pine 0:55 249 190 184 200 M-20 HS, Mll 20 HS and MT20HS Douglas fir -larch ... 0.5 165 146 .. 135 143 Hem -fir 0.43 139 . . 111 97 109 Spruce -Pine -fir Southern pine 0.42 0.55 148 187 108 143 107 138 103 150 For St. llVe = 6.9 kPa. NOTES: Tooth holding units = psi for a single plate (double for plates on both faces when applying to area on only one face). To achieve values, plates must be installed on opposite sides of joint. 2AA = Plate parallel to load, wood grain parallel to load Fes, = Plate perpendicular to load, wood grain parallel to load AE = Plate parallel to load, wood grain perpendicular to load EE = Plate perpendicular to toad, wood grain perpendicular to load3AIItrusspatesatepressed_into thewood for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses thatusepartialembedmentfollowedbyfull -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. TABLE 2-EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES PROPERTY FORCE DIRECTION M-16 AND MII 16 M-20 AND M1120 M-20 HS, M1120HS.AND MT20HS. Efficiency PoundsfinchlPair of Connector Plates Efficiency I PoundslinchtPair of Connector Plates . . Efficiency Pounds/lnch/Pak of Connector Plates Tension Values in Accordance with Section 5.4.4.2 of TPI-1 (Minimum Net Section over the Joint)' _ Tension @ 00 Tension @ 90° 0.70 0.36 2012 0.50 1013 0.47 880 820 0.59 0.48 1505. 1219 Tension Values in Acconcewtdaitti TPI-1 vdth a DEviation {see Section 5..4.9 (e)) Maldmum t et Section Occurs. over the.Jo Tension @ 00 0.68 1945 0.62 1091 0.67 1716. Tension @ 90° 0:30 849 0.48 841 0.52„ 1321 Shear Values Shear @ 00 Shear @ 300 Shear @ 600 Shear @ 90° Shear @ 1200 Shear @ 1500 0.54 0.61 6.73 0.55 0.48 . 0:35. 1041 1173 1402 1055 914 672 0.49.. 0.63 .. 0.79 0.55 0.42 0.46 574 738. 936 645 490 544 0.43 0.61 0.67 0.45 0.34 0.3 761 1085 1184 _.. 792 608 537 For St: 1 Ibrinch = 0.175 N/mm, 1 inch = 25.4 mm. NOTES: Minimum Net Section -A line through the plate's tooth pattern with the minimum amount of steel for a specified orientation. For these plates, this litre passes through a fine of.holes. 2Maxtnium. Net Section - A line through the plate's tooth pattern with the maximum amount of steel for a specified orientation. For these plates, this line passes through a section of the plate with no holes. ESR-1311 I Most Widely Accepted and Trusted Page 5 of 5. 0.125" 0.25T 0 5W 0. Wr 3 2}mm Q J mm S 17 nem 9.3 mm JUDO hDo, don goo 000 DOCK o0 Goo aD C D0 BOB ODD ODD DOB 000 Ono Ono M-20 HS, Mll 20 HS, M:T20HS FIGURE 1—APPROXIMATE DIMENSIONS OF MiTEK CONNECTOR PLATES (in inches) (Continued) ICC-ES Evaluation Report COI[ -,'a I ' Reissued June 2015 This report is subject to renewal June 2017. ww.icc-es.orq (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council w DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 17 53—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314)434-1200 www.mii.com EVALUATION SUBJECT: MiTek®TRUSS CONNECTOR PLATES: M-16, MII 16, M-20, MII 20, M-20 HS, MII 20 HS, AND MT20HSTM 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that MiTek®Truss Connector Plates M-16, MII 16, M-20, MII20, M-20 HS, MII 20 HS, and MT20HSTm. recognized in ICC-ES master report ESR-1311, have also been evaluated for compliance with the codes noted below. Applicable code editions: it 2014 and 2010 Florida Building Code —Building N 2014 and 2010 Florida Building Code —Residential 2.0 IOCONCLUSNS The CONCMiTeleLUSIONS Connector Plates M-16, Mll 16, M-20, MII 20, M-20 HS, Mil 20 HS, and MT20HSTm, described in Sections2.0 through 7.0,of the master evaluation report ESR-1311, comply with the 2014 and 2010 Florida Building Code —Buildingandthe201:4..and:201D:Fforida BUildlrxt Code—Residd0fial,. provided the design and installation are in accordance with therevterreport. lnfemational'Building Cade: ;(!BC),p .::i..s. ions noted in. the mas Use of the MiTek®Truss Connector Plates M-16, MII 16, M-20, MII 20, M-20 HS, Mil 20 HS, and MT20HSTm has also beenfoundtobeincompliancewiththeHigh -Velocity Hurricane Zone provisions of the 2014 and 2010 Florida Building Code — Building and the 2014 and 2010 Florida Building Code —Residential. For products falling under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by aqualityassuranceentityapprovedbytheFloridaBuildingCommissionforthetypeofinspectionsbeingconductedistheresponsibilityofanapprovedvalidationentity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued in June 2015. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes no! specifically addressed, nor are they to be construedasanendorsementofthesubjectoftherepartorarecommendationforitsuse. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report. or as to any product covered by the report. page I of 1 Copyright ®2015 ICC-ES Evaluation Report Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.org (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 06 00 00-WOOD, PLASTICS AND COMPOSITES Section: 06 17 53-Shop-Fabricated Wood Trusses REPORT HOLDER- MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 www.mii.com.. EVALUATION SUBJECT: MiTek° TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mil 20, M-20 HS, Mil 20 HS, AND MT20HS- 1.0 EVALUATION SCOPE Compliance with the following codes: r. 2012, 2009, 2006 international Building Code® (IBC) 2012, 2009, 2006 international Residential Code® (IRC) 0: 2013 Abu Dhabi International Building Code (ADIBC)t tThe ADIBC is based on the 20091BC. 2oo9 IBC code sections referenced in this report are the same sections in the ADIBC: Property evaluated: Structural 2.0 USES MiTek® metal truss connector plates are used as joint connector components of light wood frame trusses. 3.0 DESCRIPTION 3.1 MiTek0M-16 and Mil 16: Model M-16 and Model Mil 16 metal truss connector plates are manufactured from minimum No. 16 gage 10.0575 inch total thickness (1.46 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating 1040005 inch thickness on each side (0.013 mm)] and having a base - metal thickness of 0.0565 inch (1.44 mm). Slots 0.54 inch 13.7 mm) in length are punched along the perpendicular axis of the plates_ The metal displaced by the slot is lanced and formed into two opposing teeth, protruding at right angles from the flat plate. Each tooth is diagonally cut, thereby forming a sharp point The teeth are additionally shaped into a twisted concave form, facing the slot cutout area. Teeth are 0.16 inch (4.1 mm) wide and 0.37 inch 9.4 mm) long, and there are 4.8 teeth per square inch 0.0074 teeth per square millimeter) of plate area. Plates are available in 1-inch (25.4 mm) width increments, up to 12 inches (305 mm), and lengthwise in 1'/44nch (31.7 mm) multiples. See Figure 1 of this report for details. 3.2 MiTek® M-20 and Mil 20: Model M-20 and Model MII 20 metal truss connector plates are manufactured from minimum No. 20 gage [0.0356 inch total thickness (0.9 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating 10.0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). The plates have repeating 1-inch-square (25 mm) modules of teeth stamped out and formed at right angles to the face of the parent metal. Each module has four slots, 0..45 inch 11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot and resulting in each module having eight teeth. The transverse centerlines of adjacent slots are staggered 0.15 inch 3.8 mm) in a longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch (6,4 mm). Each slot has a 0.33-inch-long (8.4 mm) tooth at each end. Each tooth is formed with a symmetrical V-shaped cross section at its base, and twists approximately 22 degrees to its point. See Figure 1 of this report for details. 3.3 MiTek® M-20 HS, Mil 20 HS, and MT20HS'm: Models M-20 HS, Mil 20 HS, and MT20HSTv metal truss connector plates are manufactured from minimum No. 20 gage [0.0356 inch total thickness (0.9 mm)], ASTM A653 Grade 60, high -strength, low -alloy steel with improved formability (HSLAS-F), with a G60 galvanization coating 10.0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). Repeating 3/4-inch-by-1-inch (19 mm by 25.4 mm) modules of teeth are stamped out and formed at right angles to the face of the parent metal. Each module has three slots, GA5 inch (11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot area, and resulting in each module having six teeth. Each module is separated by a 0.254nch-wide (6.4 mm) strip of unpunched steel. The transverse centerlines of adjacent slots are staggered 0.15 inch (3.6 mm) in the longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch 6.4 mm). Each slot has a 0.334nch-long (8.4 mm) tooth at each end. Each tooth is additionally shaped, twisting an approximate 22 degrees to its point. See Figure 1 of this report for details. 4.0 DESIGN AND INSTALLATION 4.1 General: All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, yICC-FS Evaluation Reports an not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are the to be construedasanendorsementofthesubjectofthereportorarecommendationforitsuse. There is no irarranty tiv ICC Evaluation Service, 1 LC, express or implied, as to anyfinding or other matter in this report, or as to any product covered by the report Page 1 of 5 Copyright 0 2015 ESR-1311 Most Widely Accepted and Trusted Page 3 of 5 TABLE 1—ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT° (Ib/in'1PLATE) LUMBER SPECIES SG AA M-16 AND Mll 16 0.5 176... 121, 137 126 firDouglas -larch 0 43 119 64 102 5 98 122 Hem -fir 0.42 127 82 Spruce -pine -fir 0.55 174 126 147 122 Southern pine ..... M-20 and Mll 20 Douglas fir -larch 0.5 220 .. . 195 180 190 145 Hem -fir 0.43 185 i 129. _ 137 Spruce -pine -fir 0.42 197 1 143 200 Southern pine,. 0.55 249 190 164 M-20 HS, MII 20 HS and MT20HS . Douglas fir -larch 0,5 165 146 135 143 109 Hem -fir 0.43 139 1.11 97 107 1 03 Spruce -pine -fir 0.42 148 108 _ 138 150 Southern pine 0.55 187 143 For SI: 1lbfir? = 6.9 kPa. NOTES: Tooth holding units = psi for a single plate (double for plates on both faces when applying to area on only one face). To achieve values, plates must be installed on opposite sides of joint. 2AA = Plateparallel to load, wood grain parallel to load EA = Plate perpendicular to load, wood grain parallel to load AE = Plate parallel to load, wood grain perpendicular to load EE = Plate perpen l_arjoload..wood.grain perpendicular to load 3AII truss plate:$ arp. pressed into they". for the full depth of their teeth by hydraulic-olatenprnbedment pTsses, multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embed Collet presses and .hydraulic platen presses that feed trusses into a stationary finish roller press. TABLE 2—EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES For $ 1: 1 Iblinch = 0.175 N/mm, 1 rncn = zD.4 mm. NOTES: MinimumNet Section -A tine through the plate's tooth pattern with the minimum amount of steel for a specified orientation, For these plates, this line passes throilyh a line of holes. 2Mazimum Net Section - A line through the plate's tooth pattern with the maximum amount of steel for a specified orientation. For these plates, this line passes through a section of the plate with no holes. Page 5 of 5 ESR-1311 I Most Widely Accepted and Trusted 0.1W .925T 0-WV 03w 3:2jmjm E A awn t H 12.7 mm 1 1 _— 93 am 1 OngA 0 Do Ono Ono k 1 I000 000 090 900 Ono Don IqliIgo Ong D'5 M-20 HSI M11 20 HSI MT20HS FIGURE 1—APPROXIMATE DIMENSIONS OF MiTEK CONNECTOR PLATES (in inches) (Continued) IMES Evaluation Report com-IJ I I I Reissued June 2015 This report is subject to renewal June 2017. www.ice-es.org (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 17 53--Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 www.mii.com EVALUATION SUBJECT: MiTele TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mll 20, M-20 HS, Mll 20 HS, AND MT20HSTM 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that MiTele Truss Connector Plates M-16. Mll 16, M-20, MllSmasterreportESR-1311, have also been evaluated for20, M-20 HS, Mll 20 HS, and MT20HSrm, recognized in ICC-E compliance with the codes noted below. Applicable code editions: A 2014 and 2010 Florida Building Code —Building A. 2014 and 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The M7eeTruss Connector Plates M-16, Mll 16, M-20, Mll 20, M-20 HS, Mll 20 2.0 :through.7.0 Of then master evaluation report ESRz13,a 1 :comely with the 2014 and tlae"2014 arirf.:ZQ1::0 F/i i fa i6ultdritg Geld F?e 'deraf af; provided the design InterrreHnnal 8rriklina Code (IBC) pr(visions noted. the master report. Use of the MiTek®Truss Connector Plates M-16, Mil 16, M-20, Mll 20. M-20 HS, Mll 20 HS, and MT20HST" has also beenfoundtobeincompliancewiththeHigh -Velocity Hurricane Zone provisions of the 2014 and 2010 Florida Building Code — Building and the 2014 and 2010 Florida Building Code —Residential - For prbdixots 3ap ng under .Florida Rule 9N-3, verification th.dt,the cepart holder's quality assurancequaljfy.;assurarice_en%riy approved by the Florida Building Comrnlssfon for the type of lnspetions respgr}sif i* of aft; approved validation entity (or the code. official wFierz the report. holder does not the commission }. This supplement expires concurrently with the master report; reissued in June 2015. HS, and MT20HSTm, described in Sections and 2010 Florida Building Code —Building and installation are in accordance With the program is audited by -A. being conducted: fsAtie possess.,an epproval icy ICCES Evaluation Reports are not to be construed as representing aesthelics or any other attributes not specifecally addressed nor are they m be construedasanendorsementofthesubjectofthereportorarecommendationforitsuse. There is no Warranty by ]CC Cvoluation Sen ice, LLC. express or implied, as - to arty finding or other matter in this report, or as to arty product covered by the report. Page 1 of 1 Copyright © 2015 IMES Evaluation Report ' Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.orq (800) 423-6587 1 (562} 699-0543 A Subsidiary of the International Code Council" DIVISION: 06 00 00-WOOD, PLASTICS AND COMPOSITES Section: 06 17 53-Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314)434-1200 www.mii.com EVALUATION SUBJECT: MiTek® TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mil 20, M-20 HS, Mil 20 HS, AND MT20HSTm 1.0 EVALUATION SCOPE Compliance with the following codes: 2012, 2009, 2006 international Building Code (IBC) 2012, 2009, 2006 International Residential Code (IRC) 2013 Abu Dhabi International Building Code (ADIBC) IThe ADIBC is based on the 2009 IBC,.2009 IBC code sec ions referenced in this report are the same sections in the ADIBC. Property evaluated: Structural 2.0 USES MiTek® metal truss connector plates are used as joint connector components of light wood frame trusses. 3.0 DESCRIPTION 3.1 MiTek®M-16 and MII 16: Model M-16 and Model Mil 16 metal truss connector plates are manufactured from minimum No. 16 gage [0-0575 inch total thickness (1.46 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating 10.0005 inch thickness on each side (0.013 mm)] and having a base - metal thickness of 0.0565 inch (1.44 mm). Slots 0.54 inch 13.7 mm) in length are punched along the perpendicular axis of the plates. The metal displaced by the slot is lanced and formed into two opposing teeth, protruding at right angles from the flat plate. Each tooth is diagonally cut, thereby forming a sharp point. The teeth are additionallyshapedintoatwistedconcaveform, facing the slot cutout area. Teeth are 0.16 inch (4.1 mm) wide and 0.37 inch 9.4 mm) long, and there are 4.8 teeth per square inch 0.0074 teeth per square millimeter) of plate area. Plates are available in 14nch (25.4 mm) width increments, up to 12 inches (305 mm), and lengthwise in 1114-inch (31.7 mm) multiples. See Figure 1 of this report for details. 3.2 MiTek® M-20 and Mil 20: Model M-20 and Model Mil 20 metal truss connector plates are manufactured from minimum No. 20 gage [0.0356 inch total thickness (0.9 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating [0.0005 inch thickness on each side (0,013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). The plates have repeating 1-inch-square (25 mm) modules of teeth stamped out and formed at right angles to the face of the parent metal. Each module has four slots, 0.45 inch 11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot and resulting in each module having eight teeth. The transverse centerlines of adjacent slots are staggered 0.15 inch 348 mm) in a longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch (6.4 mm). Each slot has a 0.33-inch4ong (8.4 mm) tooth at each end. Each tooth is formed with a symmetrical V-shaped cross section at its base, and twists approximately 22 degrees to its point See Figure 1 of this report for details.. 3.3 MiTek® M-20 HS, Mil 20 HS, and MT20HST'": Models M-20 HS, Mil 20 HS, and MT20HSTm metal truss connector plates are manufactured from minimum No. 20 gage [0.0356 inch total thickness (0.9 mm)], ASTM A653 Grade 60, high -strength, low -alloy steel with improved formability (HSLAS-F), with a G60 galvanization coating 0.0005 inch thickness on each side (0:013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). Repeating 3142inch-by-14nch (19 mm by 25.4 mm) modules of teeth are stamped out and formed at right angles to the face of the parent metal., Each module has three slots, OA5 inch (11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot area, and resulting in each module having six teeth. Eachmodule is separated by a 0.254rich-wide (6.4 mm) strip of unpunched steel. The transverse centerlines of adjacent slots are staggered 0.15 inch (3.8 mm) in the longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch 6. 4 mm). Each slot has a 0.334nch4ong (8.4 mm) tooth at each end. Each tooth is additionally shaped, twisting an approximate 22 degrees to its point See Figure 1 of this report for details: 4. 0 DESIGN AND INSTALLATION 4. 1 General: All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, ICC- r;SEvaluation Reports are not /o be construed as representing aesthetic or any other w r ran not spec jcally addressed, nor are pressoor tconstruedasas an endorsement of the subject of the report or a recommendation for its use. There is no warranty b ICC Evaluation Service, LLC, express P to arryfinding or other matter in this report, or as to any product covered by the report page 1 Of 5 Copyright 0 2015 Page 3 of 5 ESR-1311. 1. Most Widely Accepted and Trusted _. TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (Iblin'/PLATE) LUMBER SPECIES SG AA EA AE EE i M-16 AND Mn 16 0:5 121 137 126 Douglas fir -larch Hemfir 0.43 196410298j27675107 Spruce -pine -fir 0,42 27.82 126 147 122 Southern pine 0.55 74._ M-20 and Mil 20 0.5 220 195 180 190 bouglas fir -larch 185 148 129 145 Hem -fir 0.43 197 144 143 137 Spruce -Pine fir 0.42 190 184 200 Southern pine 0.55 249 - M-20 HS, MII 20 HS and MT20HS 0.5 165 146 135 Douglas fir -larch 111 97 - 109 Hem-flr 0 43 139 108_ 107 103 Spruce -pine it 0.42 148 _ 143 138 150 Southern Dine 0,55 187 For SI: llbfin2 = 6.9 kPa. NOTES: when applyingToothholdingunits = psi for a single plate (double for plates on both facesto area on only one face). To achieve values, plates must be installed on opposite sides of joint. 2AA = Plate parallel to load, wood grain parallel to load EA = Plate perpendicular to load, wood grain parallel to load AE = Plate parallel to load, wood grain perpendicular to load EE Plate petperid"Eou)a>•:.{p toad, wood grain perpendicular to load All ttu.plafes are.pressed Into the for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that use partiaf embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. TABLE 2-EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUE! PROPERTY FORCE DIRECTION M-16 AND Mill 16 Efficiency Poundslinchl of Connect Plates Tension @ 0° Tension.Values, in Accordance witl 0.70 2012 Tension @,.g0° 0.36 101 Tension Values in Accon Maximl Tension @ 0° 0.68 84Tension@90° 0.30 Shear @ 0° _ Shear @ 30° 0.54 0.61 1041 1173 Shear @ 6(r 0.73 1402 Shear @ 90° 0.55 1055 Shear @ 120° 0.48 914 Shear @ 150° 0.35 672 M-20 AND Mil 20 M-210 HS, Ml aair Efficiency PoundsrinchtPair Efficiency r of Connector Plates 20HS AND MT20HS PoundsrncldPair I of Connector Plates r, Section 5.4.4.2 of TPi-1. (Minimum Net Section over the Joint)' . 0.50 880. 0.59 1505 0.47 820. .. ... 0.48 1219 with TPI-1 with a Deootion ; VIDE Section 6.4.9 (earipe im Section Occursover the Jolil Net0> 62 1091_ F0.67 17160.488410.6 Shear Values 0. 49 574 0.43 761 0- 63 738 0.61 1085 0. 79 936 0.67 1184 0. 55...... 645 0.45 792 0. 42 490 0.34. 60t3 0. 46.. 544 0.3 537 For SI: 1 Ib/incn = u.1 to rvrmm, w ici i - • • • •• • •• NOTES: MinimumNet Section -A line through the plate's tooth pattern with the minimum amount of steel for a specified orientation. For these plates, this fine passes through a line of holes. ZMa) drnvrn: Net Section - A line through the plate's tooth pattern with the maximum amount of steel for a specified orientation. For these plates, this line passes through a section of the plate with no holes. 5. of 5 11 I Most Widely_Acceprea ___ 0.125- 0.25T 0.5W 0:3E5 3.2mm 6.4mm 127rnm 93mra i a goo a° gooOno ORO 000 J 000 Ono 000 o n ! I no 000 Ono 1M11DTN M-20 HS, Mll 20 Hs, MT'20HS FIGURE 1 APPROXIMATE DIMENSIONS OF MiTEK CONNECTOR PLATES (in Inches) (Continued) ICC-ES Evaluation Report Supplement Reissued June 2015 This report is subject to renewal June 2017. ry800423-6587 (562) 699 0543 A Subsidiary of the International Code Council www.lcc-es.or4 1 ( )_ . _. DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 17 53— Shop -Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 www_mii.com. EVALUATION SUBJECT: ES: M-16, MII 16, M-20, MI120, M-20 HS, MII 20 HS, AND MT20HST" MiTek® TRUSS CONNECTOR PLAT 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement nun ICGEStmaster® rep oft ESR-1311, huss Connector lave also been evaluated for 20, M-20 HS, MII 20 HS, and MT20HSTm, recognizedp compliance with the codes noted below,. Applicable code editions: t 2014 and 2010 Florida Building Code —Building tr 2014 and 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The MiTek®Truss.Connector Plates M-16, MII 16, M-20, MII 20, M-20 HS, Mil 20 HS, and MT20HS'"°, described in Sections 2.0"thr h 7.01`tfi-matertualioia:.poti:.:13ii,:comply with the 2014 and 2010 Florida:$uilding Code —BuildingrovidedthedesignandinstaII015i. are in accordance with the and #11 014:aiid 20 t) Flaritla B rlldirig GoCle--Rdenf+al, p lntemaiionalBulldlrrg• Code 11 ) pto' S Ons:noted.:n the master report: HSTm has also been Use of the MiTem®Tangy wow the H gh Velocty Huluicane Zone provisionsons0of the 2014 and 2010 Florida Building Code — found to be in compliance Building and the 2014 and 2010 Florida Building Code —Residential. ro-audited:bya at the For prb&Ots fa'11in finder Florida: Rule 9b1-3, verificafton tCommissionrtfo l# Fti= type ao f in pe? ons being conducted I.S the quality asstince.erktii± approved :bjr the Florida Buildingquy.40t_.:: ut :a0 approved .validation entity for the .code: official when the fepatt.holder does not possess_.arr approval: byP: the Commission). the master report, reissued in June 2015. This supplement expires concurrently with e they 10 e construed lhe as anaendorsement fports a subject of the e c report or a recoirved as mmendaonTtonforttsruse: Ae a is na avarranty by ICC atuari addressed. LLC,rezpress a implied to aeyftnding or other matter in this report, or as to arty pradact covered by the report Page 1 of 1 Copyright 0 2015 rt C-ES xla atiotl Rep° IC Reissued June 2015 al June 2017. is subje tOne= This report ode CounC1i gubsidla of the internationa 0543 A u 699 increments p to 423-6587 11562) 25 mm) width , inch mm) 800) 1=Inch ( 1 14- es.o I are avai1ab305 mm). and lengthwise in re jot this report for details- 12 inches UO W See FiguPLASTICSANDles, mult p ®M_20 and MU 20: ecfor plates OOD, metal truss cone inch D1V S10N: 06 00 Wood Trusses 3.2 MiTek 1120 m No 20 gage [0.0356andModelM 653 SS, GradeCOMPOSITESShop -Fabricated Model M-20 a minimum inch on: p6 are manufactured O9 mm)) ASTM coating to 0005 a1753 Sec thickness ( alvarimahon and having OLDER: total with a G60 9 0 013 mm)) The plates REPORT N 40 steel, each side (' . 0 88 mm)- of teethsof0.0346 Inc, modules USfRIBs. frlC. SU TE300 thickne hicknes the face N1TEK ND base- 1-inch-square ((g it angles tO 0 45 inchTNOUMISSOUR63017eatingmpedOUandformedat14515NOF1EL0, have reP mod, has four slots. fabricated CHES434- 0 ofhe parent meta l• EOa125 rich (3 2 mm) ande resulting in 314) 120 slot e 11.4 mm) long and of each The transVem vawv+ o teeth out ht teeth- 0.15 inch SUeirm T' 20, b punching having staggered EVA.UATI01'i PLATES: Ms16, MU 16, M each module slots are Lon9ituEachofadjacentdirecton. gg CONNECTOAND NlT20HS centerlines longitudinal inch (6 4 mm) Eachinad0.2g at each end. MiTek® -TRUSS Itlt{120 HS, (3.8 mm) of slots are space mm) tooth ed cross section M1120, IA-20 IA ' centerlines long ( shap {o its slot 33-frith- reesa0, etrical - 1.0 EVA TION SCOT Sowing es: ® has rpeaand a is ap roxi f arse ails. deg LUA cod Code (IBC) tooth is {O twists a e fiance vylth the ildinq at its base, 1 of this report and MT20HSw Comp international Bu e (1RC) Point• See Figure ,n metal truss09, 2006 Resider Cod 20 HS, MU HSHand { NT20HS112012,20 International R Ccde (Ap BC) t 3.3 MiTek® M- from minimum NO 20 12, 2009, 2006 Building O ViS MII 20 S,a"p;STM A653 20 Models M 2lates are Manufactured mm)). , improved 2009IBc code sections referenced connector P total thickness ( o.9steel with coating2013AbuDhabiInternationalB 6 inch low -alloy s %)aseon the 20091Bc %Bc, gage 1p.035 low- lion ons in the AD 60, high -strength. G60 9alvan 13 mm)) andtTheA°t6 tta a the same secs[ Grade with a In this repo HSLAS-F) each side ( 0 88 mm)- evaluated: formability ( thickness on o{ 0.(3s46 4 mm) moncdules ery [ inch metal thicknesstoprop0.00 g a base- 1 inch 09 mm right angles Structural fates used as ioint having • 3l4_InmP and formedm d at three slots, are Repealing ed out O. le has rn )wide, 2.0 USE connector oP d forme trusses. o{ teeth are anent metal. d inch (3.2 MITeke metal trussnts of light w the face of the P m long and 0:125 f each slot area, and connector comP°ne p.45 inch (11 unchin9 two teeth out teeth. Each module isredbyPlehaven64mm) strip of unpunched 3 0 DESCR1PT10N fates fabrics each mode scent slots are 16 and Mll 16: resulting in 5 inchwide ( of adl lon- connec{or plates b a 0.2 31 MiTek t metal truss e [0 0575 inch separated Y centerlines longitudinal d25 .inch and Modei MII 16um No.16 gag transvers 3 8 mm) in theSS, Grade 40 cod 0 25 from minim ASTM A653 tp p005 inch steel. aed 0.15 inch (" o{ slots are spaced 4ModelM-16 aced mm) tooth at are ma ., kne 1 46 mm)1 coaling sta99itudinai centerlines 33-inch-long aged twislmg anIzationcohavingabase- Long shaptotalthrckneaG609alvanrlrmNand054inchEachslothasaadditionally h with 0 013 Slots (6.4 mm) Each tooth is Point See Figure 1 of thissteel, each side (: 1 44 mm)• erPendicular each end. to degrees to its Pof0,0565 Inch ('along the p is lancedthicknesson Punched the slot right approzrma 22 metal MM) .n length are P laced by ding atreport for details- INSTALLATION13.7 mm) In The metal disp rotr I onally cut, axis of the Plates. two opposing teeth, Prois dia9 DESIGN AN {or the full depth into ach addillcu{oil 4 41 General: d into the wood ent presses, and for f om1e flat ptate•olnt The teeth a he slot are Presse embedm thereby forming a shared p cave form, facing and 0.37 inch Ail truss plates by hydraulic -Platen shaped into a W 0 6 inch (4-1 gt eh per square of their Teeth are there are 4, of plate area. platesarea.mm) long, and millimeter) square nor are They to be construed - t 0074 teeth Per q hod. as P 9 addressed, eci ically LLC, express or rniP ottribWes no[ sp f ,alua[ion Ser'iee, a e, of 5 tii peStJisUs or an}' ocher ,,,arranty by ICC E r¢presen u for us use. There is aOrenottobeConstrueanu,tendatio the report its a 10 repo 1 ar atoeany Product eo"ere d by ICC LS CVaiaa(/ an f e subjec( of ono or as endorsement a suer in this rep t. os an nr ocher m to any f ndnng CoPyright © 2015 Page 3 of 5 ESR-1311 I Most Widely Accepted and Trusted TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (Iblin'/PLATE) EA AE EE SGLUMBERSPECIES M-16 AND MII 16 176 121 137 126 iglas fir --larch 0.5 64 102 98 n-fir 0.43 . 119 82 75 107 ice -Pixie fir 0.42 127 126 147 122 uthem pine 0. 55 174.. ._. M- 20 and Mll 20 . 0. 5 220 195 180 190 uglas fir -larch .. 185 146 129 14b m- fir._ 0 43 197 1A4 143 137 truce - pine -fir _ 0.42 .... 249 190 184 200 uthem pine 0. 55 .. M= 20 HS, MII 20 HS and MT20Fi$ 1165 65146 135 143 wglas fir -larch 111 97 409 am fir OA3 148 108 107 103 place - Pine fir 0,42 187 143 138 150 0. 55 For SI: 9lbrir? = 6.:9 kPa. NOTES: eve values, Plates Tooth holding units =psi for a single plate (double for plates on both faces when applying to area on only one face). To achi must be installed on opposite sides of joint. ZAA = Plate parallel to load, wood grain parallel to load EA = Plate perpendicular to load, wood grain parallel to load AE = Plate parallel to load, wood grain perpendicular to load EE _ PlatP perpends'cularia load. +i d gralti perpe!jdiCSJlar U3load Altbussplatesane_pressed Into the.iNood far:tha full death of their teett?:by hydraulic platen embedment presses multiple ruler presses that use partial . liedment followed ttY fu(t-eml drn rollers. br. CoMbInahons of partial embedment rover presses: and hydraulic -Platen Presses that feed trusses into a stationary finish roller press. TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES TABLE2-EFFECTIVE M- 20 HS, MO 20HS AN M-20 AND Mll 20 D MT28H§ PROPERTY M-16 AND M11.16 .. Efficiency Efficiency P P rr FORCE Efficiency Pounds/inchlPair of Connector of Connector DIRECTION of Connector Plates Plates in Accordance Plates..... with Section 5.4.4.2 of TPI-1 (Minimum Net Section over the abini) TensionValues8800.59 1505. Tension @..0° 0.70 2012 0.50 0. 47 820 0. 1219 Tension @ 90° 0.36 1013 - TPIA with a Deviation [see Section 5.4.9 (e) TensionValuesinAccordancewithSectionOccursovertheJoint2Maximum.Net 0. 6-21091 0.67 1716 Tension @ 01 0.68 1945 0. 48 841 .0.52 1321 Tension @ 900 0.30 849 Shear Values Shear @ 0° 491 0. 574 0.43 0. 54 104738 0. 61 761...... .... 1085 Shear 3Q° 0.61 1173 _.. 0.63 0.79 936 0.67 1184 Shear @ 60° 1402_ _ ... 0. 73 , .. -. 0.55.. 645 Shear @ 900 a. 1055 55 4900. 34 0-4260Shear @ 1200 0.48 914 0.46 544 02 537. Shear @ 150° Q.35 672 . For SI: 1 lbrinch = 0.175 N/mm, l inch = 25-4 mm. NOTES: the minimum amount of steel for a specified orientation. For these plates, Minimum NetSectionAlinethroughtheplate's tooth pattern with this line passes through a line of hales_ with the maximum amount of steel for a specified orientation. For these 2Ma)d Net n bnt- A Fine tht;gh the plate's tooth pattern th s linepacts hrough a seotion of the plate with no holes. plates Page 5 of 6 ESR-1311 J_Mpst Widely Accepted and Trusted 0 126- 0.2W O-WT 0365, 32mm BAnvn 127MM 23mm o Goo 000 000 ago arc On OngT-uaa 00 Ono 00B 00 Goo 000 M 20. 20 HSI Mll 20 HSI MT20H.S FIGURE 1—APPROXIMATE DIMENSIONS OF MiTEK CONNECTOR PLATES (in inches) (Continued) ICC-ES Evaluation Report. carp-"' ` Reissued June 2015 This report is subject to renewal June 2017. WWWJCC-es.orq 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Councl DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 17 53—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 www. EVALUATION SUBJECT:. MiTeO TRUSS CONNECTOR PLATES: M-16, MII 16, M-20, Mll 20, M-20 HS, Mll 20 HS, AND MT20HSTt'' 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that MiTee Truss Connector Plates M-16, MII 16, M-20, Mil20, M-20 HS, Mil 20 HS, and MT20HSTm, recognized in ICC-ES master report ESR-1311, have also been evaluated for compliance with the codes noted below. Applicable code editions: i 2014 and 2010 Florida Building Code —Building i 2014 and 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The MiTeO Truss Connector Plates M-16, MI 16, M-20, MII 20, M-20 HS, Mll 20 HS, and MT `', described in Sections 2.0 through 7.0 of the master evaluation report ESR-1311, comply with the 2014 and 2010 Flloridaorida Building Code —Buildingandthe2014 :and 2010 Florida BuOiAg: Code—Residerltkil, provided the design and installation are in accordance with the Intemational Building Cods.(IBC) provisions noted in the. report. d MT20HSTM' has also beenUseoftheMTeleTrussConnectorPlatesM-16, Mll 16, M-20, Mil 20. M-20 HS, Mll 20 HS, anfoundtobeincompliancewiththeHigh -Velocity Hurricane Zone provisions of the 2014 and 2010 Florida Building Cod Building and the 2014 and 2010 Florida Building Code —Residential. For products falling under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by aqualityassuranceentityapprovedbytheFloridaBuildingCommissionforthetypeofinspectionsbeingconductedistheresponsibilityofanapprovedvalidationentity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued in June 2015. CC_Eg !i+'aluation Reports are not to be construed as representing aesthetics or any other attributes y[ specifically addressed, nor are press or implied. hey to be 'rued as as an endorsement of the subject ofthe report or a recommreenndatiw red by the reports no varranr b !CC G+valuation service, L.LC. P to any finding or other matter in this report, or a to arty p Page 1 of 1 Copyright © 2015 Florida Building Code Online Page 1 of 2 a ' w...,art-. a• , i:<., , BCIS Home Log In j User Registration ; Hot Topics ; Submit Surcharge Stats & Facts Publications ; FBC Staff i BCIS Srte Map Links Search r;Q'LI:: Product Approval g6,c.ep USER: Public User L'.kYm ss urc: Product Aoprwal Menu > Product or Application Search > Application List > Application Detail FL # FL14239-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer BMP International Inc. Address/Phone/Email 4710 28th Street N St. Petersburg, FL 33714 727)458-0544 benmeng8@yahoo.com Authorized Signature Xianbin Meng benmeng8@yahoo.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Anchors Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Troy Bishop, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL14239 R4 COI Indep.pdf Referenced Standard and Year (of Standard) Standard Year ASTM D1761-88 2000 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL14239 R4 Equiv Equiv pdf Sections from the Code Product Approval Method Method 1 Option D https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEV XQwtDquDEJEi-tOSCei... 1 /27/2018 Florida Building Code Online Page 2 of 2 Date Submitted 08/09/2017 Date Validated 08/16/2017 Date Pending FBC Approval 08/20/2017 Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name Description 14239.1 Slotted Steel Tie -Down Clips, 1" Steel Tie -Down Clip System (For Use with Mechanical Units and 2" Models at Roof or Grade) Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL14239 R4 II Dwo.odf Verified By: Frank L. Bennardo, P.E. 0046549 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This design provides allowable capacities for the FL14239 R4 AE Eval.odf system. The required site -specific design pressure (demand) Created by Independent Third Party: Yes shall be calculated by others for use with this design. Back Nezt Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee underChapter455, F.S., please click here . Product Approval Accepts: mw*gmiz Credft Card Safe scCurlL OtE!'tiiCS` https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquDEJErtOSCel... 1 /27/2018 BMP INTERNATIONAL, INC. MECHANICAL UNIT STEEL TIE -DOWN CLIP: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS T CENTER OF GRAVITY ASSUMED TO ACT AT THE ui GEOMETRIC CENTER OF THE MECHANICAL UNIT, MECHANICAL UNIT MUST BE SQUARE OR RECTANGULAR, =tun NO IRREGULAR SHAPES. x z f NXWo tw v i 3" MAX NP. HOST STRUCTURE DESIGN BY OTHERS. SEE DESIGN- SCHEDULESFOR ALLOWABLE SUBSTRATES j. I I I I I I I I II II i. 3" MAX MECHANICAL UNIT TYP' 1 TIE -DOWN ISOMETRIC 1 1" - 1'-0" ISOMETRIC 71UI MIN. WEIGHT, MECHANICAL UNIT l/ PER SEPARATE CERTIFICATION, TYP. i SEE DESIGN TCENTER OF SCHEDULE FOR GRAVITY-- MAXIMUM SURFACE yyy AREA AND DESIGN PRESSURE, TYP. j STEEL TIE -DOWN CLIPS. SEE DETAIL 1/3 & 2/3 TFORP. CLIP INFORMATION, 3 TY 4 3' MAX..: TYP. In 3" MAX TYP. TYPE OF CLIP AND NUMBER OF CUPS PER CORNER WILL VARY PER CONNECTION TYPES Cl-C4 ON SHEET 2 TIE - DOWN CLIP DIRECTIVE EXAMPLE THE FOLLOWING EXAMPLE ILLUSTRATES THE PROCEDURE USED TO DETERMINE THE MAXIMUM ALLOWABLE ROOF -TOP INSTALLATION HEIGHT, H, FOR ANY GIVEN MECHANICAL UNIT THAT CONFORMS TO THE DIMENSION RESTRICTIONS AND DESIGN CRITERIA LISTED HEREIN. SEE SHEETS 4-5 FOR DESIGN SCHEDULES.) MECHANICAL UNIT CRITERIA: CONSIDER THE INSTALLATION OF (1) MECHANICAL UNIT WITH THE FOLLOWING CRITERIA= VuR- 170 MPH, EXPOSURE'B' 48" TALL x 48" DEEP x 48" WIDE, 100 LB (WEIGHT AS VERIFIED BY OTHERS) INSTALLED TO 3000 PSI MIN CONCRETE WITH (1)-2" CLIP AT EACH CORNER OF UNIT (TOTAL OF (4) CUPS) PROCEDURE PROCEDURE STEP RESULT 1 DETERMINE THE CONNECTION TYPE BASED ON THE DIAGRAMS ON SHEET 2 CONNECTION TYPE 3 THIS INSTALLATION IS INTENDED FOR A Vult-170 MPH, EXPOSURE'5%THIS DESIGN 2 1 DETERMINE WHICH DESIGN SCHEDULE TABLE TO USE CRITERIA CORRESPONDS TO TABLE 5 3 DETERMINE LARGEST FACE AREA OF MECHANICAL UNIT TO BE INSTALLED 48"x48"a 16FT' THIS UNIT HEIGHT OF 48" IS EQUAL TO THE MAXIMUM ALLOWABLE HEIGHT OF 48". NOTE. THIS PRODUCT APPROVAL ALLOWS THE UNIT TO BE INSTALLED ON TOP 4 CHECK MAXIMUM UNIT M EIGHT RESTRICTION OFANAICSTAND THATISA MAXIMUM 30" TALL. IFANAICSTAND IS UTILIZED CHECK TO SEE THAT THE STAND DOES NOT EXCEED 30" IN HEZGHT 5 CHECK MINIMUM UNIT WIDTH RESTRICTION I UNIT WIDTH IS 48" WHICH 15 GREATER THAN THE MINIMUM ALLOWABLE WIDTH OF 14" THIS UNIT MAY BE INSTALLED AT ROOF HEIGHTS LESS THAN OR EQUAL TO 15 FT. 6 DETERMINE THE ALLOWABLE ROOF -TOP HEIGHT OF THE INSTALLATION SEE (•) ON TABLE 5 FOR THE NUMERICAL VALUES OF THIS DESIGN EXAMPLE LL DESIGN NOTES: THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7-10 AND FLORIDA BUILDING CODE 2017 (6TH EDITION) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCIU'^:L HURRICANE ZONE AS INDICATED IN THE ACCOMPANYING DESIGN SCHEDULES. THE DESIF,9y CRITERIA USED TO CALCULATE THE ALLOWABLE ROOF -TOP HEIGHTS CONSIDERS FBC SECTION 1609.8 FOR NON-HVHZ AND SECTION 1620.6 FOR HVHZ & ASCE 7 SECTION 29.4.1I1W1I FOR INSTALLATIONS AT GRADE. (GC,)t,m„ ,-1.90 WITHIN THE HVHZ & OUTSIDE THE HVHZ, ( GCL) 1.5 FOR ALL LOCATIONS (CONCURRENT) . ALL OTHER DESIGN VARIABLES ARE IN ACC'6 NEANCE W IT ASCE 7-10 CHAPTERS 26 & 29. THE HEIGHTS LISTED IN THE DESIGN SCHEDULES REPRESENT THE ALLOWABLE HEIGHT OF THE BUILDING. THIS PRODUCT APPROVAL ALLOWS FOR EACH UNIT TO BE INSTALLED ON A MAXIMUM 30' TALL A/ C STAND (CERTIFICATION BY OTHERS) ON TOP OF THE HEIGHTS LISTED IN THE DESIGN SCHEDULES. GENERAL NOTES: 1. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS T 7 T C a " RiWSLLj W O ZtoW U .. r f I1 f1 O Q m LL w 7 xvl L ? i W W 0 ti ^ O U w Sul O W c u I „ o SYSTEM. 2. DESIGN IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST REPORTS # TEL 01970387A, #TEL 01970387E BY TESTING EVALUATION LABORATORIES, U INC.. NO SUBSTITUTIONS WITHOUT WRITTEN APPROVAL BY THIS ENGINEER SHALL BE z n PERMITTED. 3. MAXIMUM & MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL UNIT SHALL 1-- 1 U CONFORMTOSPECIFICATIONSSTATEDHEREIN. ALL MECHANICAL SPECIFICATIONS J CLEARSPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS 3 AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 4. FASTENERS TO BE #12 X /" OR GREATER SAE GRADES UNLESS NOTED OTHERWISE. Q v z O n O OTAPCONS REFERRED TO HEREIN SHALL BE ITW BUILDEX BRAND, CARBON STEEL ONLY, O z INSTALLEDTO3000PSIMINCONCRETE. SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS. ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION Q D TOPREVENTELECTROLYSIS. S. ALL STEEL CLIPS SHALL BE ASTM A283 STEEL (GRADE D) WITH Fy=33 KSI OR BETTER. z n ALLSTEELMEMBERSSHALLBEPROTECTEDAGAINSTCORROSIONWITHANAPPROVEDCOAT OF PAINT, ENAMEL OR OTHER APPROVED PROTECTION. G90-RATED COATING z REQUIRED FOR ALL COASTAL INSTALLATIONS. 6. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION. AS A MINIMUM, uj v U ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4" MIN. THICK AND SHALL HAVE z Z MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, UNLESS NOTED OTHERWISE. Iti 7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR d l MATERIALS TO PREVENT ELECTROLYSIS. 8. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. E 9. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICATION.EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. p 10. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR DIFFERENT FROM THE CONDITIONS DETAILED ASPECIFICSITE. FOR SITE CONDITIONS SITE a A HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SPECIFIC DOCUMENTS FOR USE IN CONIUNCTION WITH THIS DOCUMENT. g 6g 11. WATER -TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED IS 00d W LOR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND Oe 49¢ STRUCTUREINSTALLATIONOF ISQR SPONS BLLE FOR ANYWATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS i WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING6 5 CONTRACTOR. 12. FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE Vult WIND SPEEDS USED IN THIS APPROVAL, SEE SECTION 26.7.3 OF ASCE 7-10. Q kp BL1 15- 2378 a z r8 N N L S 3" MAX I" CLIPS TYP. 1" CLIPS - - i 3„ MAX 3" MAX: nP. TYP. - a 3" MAX J3N N O 3" MAX 7YP,N\ N " M ..TYP ANCHOR SCHEDULE: 31 1" CLIPS 2" CLIPS SUBSTRATE DESCRIPTION 1)-5/16"0 CARBON STEEL RW SUILDEX TAPCON, CONCRETE: 2Y." FULL EMBED TO 4" THICK MIN, CONCRETE, 3ie" MIN. 3000 PSI MIN.) EDGE DISTANCE, 31/" MIN. SPACING TO ANY ADJACENT ANCHOR. 1)-k14 SAE GRADE 5 ALUMINUM: SHEET METAL SCREW TO MIN. 0.125 ' MIN. ALUMINUM, PROVIDE (5) THICK, PITCHES MIN. PAST MIN. ALUMINUM) THREAD PLANE STEEL: 1)-A34 SAE GRADE S 0.125" MIN. SHEET METAL SCREW TO THICK, 33 KSI STEEL, PROVIDE (5) MIN. STEEL) PITCHES MIN. PAST THREAD PLANE SUBSTRATE DESCRIPTION . Lu uG7 GIN ((/ CARBON ST1)-5/16"0 ITW BUILDER TAPCOR, ,< E F a' CONCRETE: 2Y.' FULL EMBED TO , R1-1 4" THICK MIN, CONCRETE, aye" MIN. Mi 3000 PSI MIN.) EDGE DISTANCE, 33" MIN. N SPACING TO ANY ON=x S ADJACENT ANCHOR. EZQ aW< aWg@W=o ALUMINUM: 2)-K 14 SAE GRADE 5 SHEET METAL SCREWS TO vZ^ p m Y¢ rc N O w `{ W W O, j na0.125" MIN. THICK, 6061-T6 ALUMINUM, PROVIDE (5) MIN. PAST u W ,y"', 3 MIN. ALUMINUM) PITCHESTHREAD PLANE U. in p 01 w i 'D CI STEEL: 2)-C14 SAE GRADE 5 0.125" MIN. SHEET METAL SCREWS TO THICK, 33 KSI STEEL, PROVIDE (5) MIN. STEEL) PITCHES MIN. PAST U THREAD PLANE z LL1-1 O TYP.... E 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE. J = m - - - 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. 0 LL C1 CONNECTION TYPE Cl3. SEE DETAILS ON SHEET 3 FOR ANCHORS ATTACHING TO MECHANICAL UNIT. Q v O K 7 CONNECTION TYPE C2 z z m w E1" CLIP -UTILIZE (1) AT EACH CORNER FOR A TOTAL OF (4) PER UNIT C2 1' CLIP •UTILIZE (2) AT EACH CORNER FOR A TOTAL OF (B) PER UNIT O +rw+ n G m n rt Z k w a gUNITWIDTH Z z \ 6" MAX 6" MAX Z v tj z R t yI= 0 a Z w N k N^ CLIP OFFSET I Cup pglR SPACING CUP OFFSET I„y U Q jaw d w u 3" TYP MECHANICAL co m E i---CLIP-CLIP UNIT PER I SPACING SEPARATE CERTIFICATION I gf {q 0 63" MAX 2" CLIPS 3" Mph(, TYP. 2" CUPS ! 3" MAX () UTILIZE 4 CLIPS EA SIDE 7Yp, '1 TYp, OF UNIT FOR A TOTAL OF Y I (8) PER UNIT _ OtNJ 3" 3TYPMAXN O MAX' . 3 TYP ...`VtAJJ ff 915 e ! e nv... R ZEE WP(PJ" FANJKL6DKVWPL 15- 2378 s CONNECTION TYPE C3 CONNECTION TYPE C4 s ALTERNATE 8 CALE CLIPDETAIL6: NS.TU2" CLIPS - UTILIZE (1) AT EACH CORNER FOR A TOTAL OF (4) PER UNIT C4 N.T.S. PLAN VIEW PAee oefcalPnoN: 2" CLIPS - UTILIZE (2) AT EACH CORNER FOR A TOTAL OF (8) PER UN[i 3 E THIS DETAIL MAY BE USED AS AN ALTERNATE GEOMETRIC PATTERN FOR ALL CONNECTION TYPES THAT UTILIZE (2) CLIPS AT EACH CORNER FOR A TOTAL OF (8) CLIPS PER UNIT, FOR ANY CLIP LONGER THAN 10" 0.19" UTILIZE (5)-#12 SAE TYP. GRADE 5 SHEET METAL SCREWS, TYP. 0.068" THICK R ASTM A283 STEEL, TYP. 00 5 6Lq 3)-#12 SAE GRADE S Z0J SHEET METAL SCREWS ,n FOR CLIPS UP TO 5" c oOLONG. UTILIZE (5)-#12 I`ltJll( SHEET METAL SCREWS o 6 FOR CLIPS LONGER THAN 5", TYP. 0 HOLE, WITH o ANCHOR FROM 1" CLIP ANCHOR F O.JS" SCHEDULE, TYP, OTHER 3 DIMENSIONS 0.375" SIMILAR) r.36 , po 1 1" CLIP ISOMETRIC DETAIL 3 N.T.S. ISOMETRIC s J 0.125" y 0.072" OR xQ0.113" THICK f ASTASTM A283 C STEEL, TYP. 0 (3)•#12 SAE GRADE 5SHEETMETALSCREWS o FOR CLIPS 4' LONG. UTILIZE (4)-#12 SHEET 4 METAL SCREWS FOR CLIPS LONGER THAN 4", g 0 n TYP. Y'0 HOLES, NOT TO BE USED FOR ANCHORS, TYP. Z N 375" s 0.75" pp, 0.50" SO 0.50" FACTORY -MILLED Y"O HOLES; -0 So.. 0 9 UTILIZE (1) OR (2) ANCHORS s FROM 2" CLIP ANCHOR SCHEDULE, TYP. 0.50" tl 2 2" CLIP ISOMETRIC DETAIL 3 N.T.S. ISOMETRIC MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SHALL BE 6063-T6 MIN. ALUMINUM SHEET WITH Fty=30 KSI, 0,125" MIN. THICKNESS, STEEL HOUSING UNITS SHALL BE ASTM A653 Fy=33KS1 MIN. STEEL, GRADE 33, 22GA MIN. (t=0.0299"). 0.068" THICK ASTM A283 STEEL CLIP, TYP. BASE OF UNIT SHALL BE FLUSH WITH BASE OF CLIP, NO SPACE PERMITTED, TYP. QP 3)-#12 SAE GRADE 5 SHEET Na PE004664 METAL SCREWS FOR CLIPS UP TO 5" LONG. UTILIZE (5)-#12 SHEET METAL SCREWS FOR CLIPS O•, LONGER THAN 5". PROVIDE (5)', STATE OFPITCHESMIN. PAST THREAD PLANE O ', T`( •'•.FIOR\OP, FOR EACH SMS, TYP. ANCHOR PER 0SIONA`- ANCHOR SCHEDULE SUBSTRATE PER ANCHOR SCHEDULE VARIES) 1" TIE -DOWN CLIP 3 ANCHOR DETAIL 3 3" = 1'-0" DETAIL CLIP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP. MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SHALL BE 6063-T6 MIN, ALUMINUM SHEET WITH Fty-30 KSI, 0,125" SAE GRADE 5 SHEETMIN. THICKNESS, STEEL HOUSING UNITS METAL SCREWS FOR CLIPSMMETAL SHALL BE ASTM A653 Fy=33KSI MIN. SHEETLONG. UTILIZE ( FOR STEEL, GRADE 33, 22GA MIN. (t=0.0299"). CLIPSMETALSCREWSFOR CLIPS LONGER THAN 4". PROVIDE (5) PITCHES MIN. PAST THREAD PLANE 0.072' OR 0.113" FOR EACH SMS, TYP. THICK ASTM A283 i./• STEEL CLIP, TYP.`-,... BASE OF UNIT SHALL i 1) OR (2)ANCHORS BE FLUSH WITH BASE PER ANCHOR 3/8 OF CLIP, NO SPACE i , SCHEDULE PERMITTED, TYP. SUBSTRATE PER NILANCHORSCHEDULE VARIES) 2" TIE DOWN CLIP a ANCHOR DETAIL 1'-0" DETAIL CLIP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP. U z J = zo^ 8 o z b K until W z Q Z w ti a N z z m 15-2378 I TABLE 1: Vult=175 MPH, EXPOSURE C FOR USE WITH A RISK CATEGORY 11 STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE') ALLOWABLE ROOF -TOP HEIGHT (H) TIE -DOWN CONFIGURATION TYPE Cl C2 C3 C4 MAXIMUM SURFACE AREA OF UNIT'S LARGEST FACE UNIT HEIGHT UNIT WIDTH 6 FT' _ 24" MAX 12" MIN N/A H 5 1DO FT AT GRADE H 5 20O FT 9 FT' 32" MAX 15" MIN N/A H 5 15 FT AT GRADE H 5 200 FT 4 FT' j 48" MAX 24" MIN AT GRADE H 5 200 FT H 5 200 FT H 5 200 FT 6 FT' 9 FT' 12 FT' 16 FT' N/A H 5 200 FT H 5 30 FT H 5 200 FT N/A H 5 40 FT AT GRADE H 5 200 FT N/A AT GRADE N/A _ H 5 200 FT N/A AT GRADE N/A H 5 60 FT 20 FT' 2S FT' 60" MAX 48" MIN N/A AT GRADE N/A H 5 60 FT N/A N/A N/A H 5 15 FT 30 FT' N/A N/A AN AT GRADE 36 FT' N/A N/A N/A AT GRADE TH IS TABLE IS PERMISSIBLE TO BE USED WNHIN IHt HVHl. WHILn L.UN IAID 15—AnuA— MIAMI-DADE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 3 : Vult=170 MPH, EXPOSURE C FOR USE WITH A RISK CATEGORY II STRUCTURE') 7 ALLOWABLE INSTALLATION ROOF HEIGHT TIE -DOWN CONFIGURATION TYPE Cl C2 C3 C4 MAXIMUM SURFACE AREA OF UNIT'S LARGEST FACE UNIT 1 HEIGHT UNIT WIDTH 6 ft' 24 in 12 In N/A 5 140 FT AT GRADE 5 200 FT 9 ft' 32 in 15 In N/A H 5 15 FT AT GRADE 5 200 FT 4 ft' 148" MAX 24" MIN AT GRADE 5 200 FT N/A 5 200 FT 6 ft2 AT GRADE 5 200 FT H 5 40 FT 5 200 FT 9 ft' N/A 60 FT AT GRADE 5 200 FT 12 h' 16 ft N/A AT GRADE N/A 200 FT N/A AT GRADE NIA I 5 80 FT 20 Ft' 25 h' -_— 30 ft' 60" MAX 48" MIN N/A AT GRADE N/A 5 100 FT N/A N/A N/A H 5 30 FT N/A —__ N/A N/A AT GRADE 36ft' N/A- N/A N/A AT GRADE AS AN EXAMPLE, THIS TABLE IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 2 : Vult=175 MPH, EXPOSURE D FOR USE WITH A RISK CATEGORY II STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE') ALLOWABLE ROOF -TOP HEIGHT (H) TIE -DOWN CONFIGURATION TYPE Cl C2 C3 C4 MAXIMUM SURFACE AREA OF UNIT'S LARGEST FACE UNIT HEIGHT UNIT WIDTH 6 FT2 24" MAX 12" MIN N/A H 5 40 FT AT GRADE H 5 200 FT 9 FT2 32" MAX IS" MIN N/A AT GRADE N/A H 5 200 FT 4 FT' 48" MAX 24" MIN AT GRADE H 5 200 FT H!; 160 FT H 5 200 FT 6 FT' N/A H 5 200 FT AT GRADE H 5 200 FT 9 FT2 N/A H 5 15 FT AT GRADE H 5 200 FT 12 FT' 16 FT' N/A AT GRADE N/A H 5 140FT N/A N/A N/A H s 15 FT 20 FT' 60" MAX I 48" MIN N/A N/A N/A H 5 30 FT 25 FT' N/A N/A N/A AT GRADE 30 FT2 N/A N/A N/A AT GRADE 36 FT2 N/A N/A N/A N/A THIS TABLE IS PERMISSIBI.t I Bt USLU WI I HIN IIAIrv onuwAnu Anu MIAMI- DADE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPUCABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 4 : Vult=170 MPH, EXPOSURE D FOR USE WITH A RISK CATEGORY II STRUCTURE') I111 illl I No PEC046549 IIAL1 BENNARDO, P.E. YbSt PE004STATE OF V = 8i iO'..,FCOHLOP. F M O JLtuONA- IL w J111111" 6. O =lz fu. F ZwWU..KS L74 Lu 4QWOo Za L4]ZXoN,_ Ju WU1 UWP® z 3LL-•GI/la iw ALLOWABLE INSTALLATION ROOF HEIGHT TIE -DOWN CONFIGURATION TYPE Cl C2 C3 C4 MAXIMUM SURFACE AREA OF UNIT'S LARGEST FACE UNIT HEIGHT UNIT WIDTH 6ft2 24 in 12 In N/A 60 FT AT GRADE 5 200 FT 9 ft2 32 in 15 In N/A AT GRADE N/A 5 200 FT 4 ft2 48" MAX 24" MIN AT GRADE 5 200 FT 5 200 FT 5 200 FT 6 ft2 N/A 5 200 FT H < 15 FT 5 200 FT 9 ft' N/A H s 15 FT AT GRADE 5 200 FT 12 fY 16 ft2 N/A AT GRADE N/A 5 200 FT r N/ A N/A N/A H 5 40 FT 20 {t> 25 ft2 MAX 48" MIN AT GRADE N/A H 5 40 FT tlA N/ A N/A AT GRADE 30 h' 60" N/ A N/A AT GRADE 36 ft2 N/A N/A N/A AT GRADE AS AN EXAMPLE, THIS TABLE IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. J 15- 2378 4 SUBGlVISION: f G z`y7C,l)1)h_ ' LOT #: C Cf CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: ! Documented Construction Value: S Job Address:, Historic District: Yes No IL I Parcel ID: Residential g Commercial Type of Work Nc« K Addition Alteration Repair Dcmo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING' Plan 1Zeview Contact Person: Title. - Phone: Fax: Email:. Property Owner Information Name Phone: Street: City,, State Zip: Resident of Property? : Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: _(770) 941-5421 x 2082 Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No.: CFC1426562 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage, Lender: Address:. WARNINGTO OWNER: YOUR FAII;UR'F, TO RECORD A NOTICE OF"COM.VIENCEMENT 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 FINA\ CING, CONSULT WITUI YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF CONINI' ENCENIENT. Application is hereby made to obtain a'permit to do the work and `installations as indicated. I eertiTy that no work or installation has prior to the issuance of a permit and that all work will be perforrncd to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured Ifor electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC10 3 Shall be inscribed with the date of application and the code in effect as of that date:-5i°"Edition (201.4)Florida Building Code - Revised_ tune 30, 2015 3 Ia fermi: Application n_ _ _ - , 7 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 olipermit is verification that I will notify the ownerof property of the requirements of Florida Law, FS.713, The City of Sanford requires payment or a plan review free 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. Theactualconstruction 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'infortuation is accurate and that all work will be done in compliance with all applicable lairs regulating. construction and zoning, Signature of OkviieuAgent Date Print Owner/ Agent's Name . Signature of Notary -State orPlorida Date- Owner/Agent is Personally Kno.vvla to Me or Produced ID Type of ID Contractor/Agent is X '.Personal Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building[] Electrical Mechanical Plumb;ng Construction, Type: Total Sq Ft of Bldg: Occupancy Use: _ Min. Occupancy Load: New Coast - ruction: Electric -# of Amps_ Fire Sprinkler Permit: Yes No APPROVALS. ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: 2t / 710&/ s._.._ ,,t durrrntt Gas, Roof Flood Zone of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00000666 Date 5/21/18 Application pin number . . . 989248 Property Address . . . . . . 509 RED ROSE LN Parcel Number . . . . . . . . 21.19.30.510-0000-3090 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 229203 Application desc NOC ON FILE Owner Contractor TAYLOR MORRISON TAYLOR MORRISON 151 SOUTHHALL LN # 200 2600 LAKE LUCINE DR MAITLAND FL 32751 STE 350 407) 629-0077 MAITLAND FL 32751 407) 489-1475 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 150.00 PLUMBING FIXTURES 17.00 NUMBER OF STORIES 1.00 SQUARE FOOTAGE 2173.00 Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC. Additional desc . . Phone Access Code 1052075 Permit pin number 1052075 Sub Contractor NORTHWEST PLUMBING Permit Fee . . . . 102.00 Issue Date . . . . 5/21/18 Valuation . . 5276 Expiration Date 11/17/18 Qty Unit Charge Per Extension 17.00 6.0000 EA FIXTURES,WATERHEATR,DRAIN,TRAP 102.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich@sanfordfl.gov iWaterimpactfee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -BUILDING 25.00 01-APPLCTN FEE -PLUMBING 25.00 01-BLDG PLAN REVIEW 690.00 02-CURB CUT/DRIVE - S/F 40.00 01-FIRE IMP-RS 9-2017 383.81 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. jlNOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. '" CITY OF SANFORD CUSTOMER RECEIPT ##* Oper: BLANDA Type: OC Drawer: 1Date: 5/21/18 01 Receipt no: 126487 Year Number Amount2018666 509 RED ROSE LN SANFORD, FL 32771 DP BUILDING PERMIT RECEIPTS 131.00 AC 681855 Tender detail CC CREDIT CARD Total tendered Total payment Trans date: 5/21/18 131.00 131.00 131.00 Time: 8:47:16 CITY OF SANFORI) BUILDING & FIRE PREVENTION' PERMIT ARP-LICATION Application No: Docu.iiie-n,t,e,'d,Const.t-u,cti'oil'-N-rii[des 1-o'200 J, ObAddres ls,f: 60q Par0l ID4 A TNTeofNV?N "ork: ew-g additio,tvf Iteration Desci iption of N1 "o r k. Historic Distilef, Yes :,Nq Residenfial, 31 Commercial Derno 1:1 Change of U.seEl Mp vt 0 Plan ReviewContactPerstm-. Phone: Vax,, c Propertly,Owner 1,n1formation NKa tne SI Phone:. Stf e Qr.. City'; S" ta'te Ztp Residentaf prqp' erty9, Gdhtetict& lnfdrma^ tlbh Arcffiitett/Engine, er I,nfor'Matibh` N, Phone.: Street: C- I- ty-, St Zip.: Bo:ndi, n-,.Comp,any Lcnder! Address: -ess'- Addi . . - WAR-NING TO OWNER: YOUR FAILURE TO RECORDA NOTICE OF MA' RESULT IN' YOUR PA1_*PN.' G TWICE FORIMPRON"E.NIENTS TO YOUR PROPERTN, A. NOTI,CE.O,F MUST BE, RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST fNSPECTI0:',`. IF YOU INTEND -1-0 OB-,kl-',,, Fl,N,, AN,C'f,-','C,,. coNs-ftt NN-fTR, YOUR LENDER OR AN ATTOP'NEN, BEFORE. RECOR-DING YOU R,N'OTICE- OF plimion i' s h1,7ebv made to obuain,,v to, Clb. thl- cork and unstallations ieai-,M. I celtifs , Collinlie"tC,ed prior to th,,-, k5UM17,q of a P-rrnit aid thai all work will be perf6mie'd tb'-m&t standardsofAll la*,%-S renlatin2 conslru- - !Cti11 ill thiS jL11Fi1( 1iC1!i0T1.. I understand that a separate ;permit ,must be secured for .electrical wort -,plumbing, signs',wells. PoOI5, furn-aces, bQi, l,e.rs, hieatersj tatiks, and air conditioners. efc. FIB C 11 0;,.3,Shall be inscribed N it'li, t If e dzlitle"or application anq-t h e code in effect as, of that 0,,.qet 51"T. (I iti oti (2014) M&id 'I Bui I (I in -Code n lltrrnit NOTICEIr. ,a,dd It ion, to ihe, requirernerits 'of this permit 'there lilac' be additior", a I i stiictip;is zp id p 1 t6 this pr,01peri-,-,, that nna,- b'& found i' -th public j4evds of this cou d t iere may be additional or-mits rqui ed -j -ti o an I re fro In other enip - er entk_essuOIaswater, s & a,!ernent-di fde''fal',a Accep(ance of pernnit is verifii cation that I will notify (y the o-Wnerbfiljc rb.perty orf tIhl, C re urnireents offLan.. FS7,13 p . qThe-City of Sanfoed req(firespa,,'Ine'nt, Ora plan review fee- at the tine dp.,Ffni L submiuM A I., A copyof the ek 'd contrau i3 required' 1, chksicand will be considered the cstimated cons truc [Ion, val: I,' of the' J'bb ffi 41, ofsubmi' The -actual :construction vilue \vill. he figured bas,'d,od theBurr =it lCCValL1a1iOfl Table 1,111c the 'n in effect" at, the t' 1 fl issued, :in accorda,ncewiih'local ordinaiwe. ShoLild C1]CLII-Q& charge,s fi-6-ii I e,d- off the e -d coniracte.xcz,,-d th-e, accttal, ton , t I ru ri 1 6 1 1 1 1 it di c, cre twill'beap the - plied, when e- Pernil L -11 issued: 7 all OWNVER'S AFFIDANIT: I certify that,,. 11 oft be done in: cqrnpliIiincevs-idi 411 'ajj0'li(Abie..la1)" s of K)Ca'$ ge rv-- 0,'Wn r/-Az,nt, is Per onally Ki-iown foANV11- or` Prod uoed ID, T,pe of 1D. 7 11 f6tdi atiO'tn is curafeand fliat all -work Nui a COntrlqr:, ibr-/Ageftt Is: pc.rSbjj'dlj,Y,j`-joNXqj to Pfbd'dbedID Type of [1) BE LMVIS FOR OFFICE USE ONLY Permits Required: 8iii-ld'i.i2g, Ctr 'CME1 T umbing 'CiasF] Ro,Qf Construction, TN- pg:, or-01101ficy U.S'e,- 'Flo 4 zon(. Tofa[S'qFt: of8' ld,g-., NJ it! 0 tic"Load; 4f'storios: 41 P q An Ne Construction:" tlectiIc , of Ips HwAbIlnl 77 f FixAures S Fire S )rfnkler Ro-mit:, Yzs [I NOCI armTerinif:,, Y, of llofdl- FireAh c) APPROV` ALS;, Z0-N-1N,,G: c0y! I -\rE \ T S: NVA&TEWATER: EN-GINTERT\,G: FIRE BUILDFIN z, A 071